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03/26/2026 - Regular Agenda Packet - City Council
Orff CiTY OF COJ.J.FGE STATION Home of Texas AerM University® March 26, 2026 College Station, TX Meeting Agenda City Council 1101 Texas Ave, College Station, TX 77840 Internet: www.microsoft.com/microsoft-teams/join-a-meeting Meeting ID: 287 987 474 175 I Passcode: gZw5cS Phone: 469-480-7460 I Phone Conference: 168 564 318# 4:00 PM City Hall Council Chambers Notice is hereby given that a quorum of the meeting body will be present in the physical location stated above where citizens may also attend in order to view a member(s) participating by videoconference call as allowed by 551.127, Texas Government Code. The City uses a third - party vendor to host the virtual portion of the meeting; if virtual access is unavailable, meeting access and participation will be in -person only. 1. Call to Order. 2. Executive Session Agenda. Executive Session is closed to the public and will be held in the 1938 Executive Conference Room. The City Council may according to the Texas Open Meetings Act adjourn the Open Meeting during the Consent, Workshop, Regular, or Special Agendas and return into Executive Session to seek legal advice from the City Attorney regarding any item on the Workshop, Consent or Regular Agendas under Chapter 551, Texas Government Code. 2.1. Consultation with Attorney {Gov't Code Section 551.071); Possible action. The City Council may seek advice from its attorney regarding a pending or contemplated litigation subject or settlement offer or attorney -client privileged information. Litigation is an ongoing process and questions may arise as to a litigation tactic or settlement offer, which needs to be discussed with the City Council. Upon occasion the City Council may need information from its attorney as to the status of a pending or contemplated litigation subject or settlement offer or attorney -client privileged information. After executive session discussion, any final action or vote taken will be in public. The following subject(s) may be discussed: a. The City of College Station v. The Public Utility Commission of Texas, Cause No. D-1-GN-24- 005680 in the 200th District Court, Travis County, Texas. b. Legal advice related to Texas Local Government Code Chapter 143 and 174. c. Legal advice related to a settlement agreement regarding opioids for the Remnant Defendants Settlement: Associated Pharmacies, Inc. (and American Associated Pharmacies); J M Smith Corporation; Louisiana Wholesale Drug Company, Inc.; Morris and Dickson Co.; North Carolina Mutual Wholesale Drug Company, Inc.; and United Natural Foods, Inc. (including its subsidiaries SuperValu and Advantage Logistics). d. Legal advice regarding the professional services contract for Southeast Park. 2.2. Real Estate {Gov't Code Section 551.072); Possible action. The City Council may deliberate the purchase, exchange, lease or value of real property if deliberation in an open meeting would have a detrimental effect on the position of the City in negotiations with a third person. After executive session discussion, any final action or vote taken will be in public. The following subject(s) may be discussed: a. Approximately 8 acres of land located at 1508 Harvey Road. b. Approximately 28 acres of land generally located at Midtown Drive and Corporate Parkway in the Midtown Business Park. College Station, TX Page 1 Page 1 of 1298 City Council 2.3. Personnel {Gov't Code Section 551.074); Possible action. The City Council may deliberate the appointment, employment, evaluation, reassignment, duties, discipline, or dismissal of a public officer. After executive session discussion, any final action or vote taken will be in public. The following public officer(s) may be discussed: a. City Attorney b. City Manager c. Council Self Evaluation 2.4. Economic Incentive Negotiations {Gov't Code Section 551.087); Possible action. The City Council may deliberate on commercial or financial information that the City Council has received from a business prospect that the City Council seeks to have locate, stay or expand in or near the city which the City Council in conducting economic development negotiations may deliberate on an offer of financial or other incentives for a business prospect. After executive session discussion, any final action or vote taken will be in public. The following subject(s) maybe discussed: a. Economic development agreement with Corinth Group, Inc. b. A development agreement regarding land generally located between Pebble Creek and Southern Pointe subdivisions. 3. The Open Meeting will Reconvene No Earlier than 6:00 PM from Executive Session and City Council will take action, if any. 4. Pledge of Allegiance, Invocation, and Consider Absence Request. Speaker Protocol. An individual who desires to address the City Council regarding any agenda item other than those items posted for Executive Session must register with the City Secretary two (2) hours before the meeting being called to order. Individuals shall register to speak or provide written comments at https://forms.cstx.gov/Forms/CSCouncil or provide a name and phone number by calling 979-764- 3500. Upon being called to speak an individual must state their name and city of residence, including the state of residence if the city is located out of state. Speakers are encouraged to identify their College Station neighborhood or geographic location. Please do not carry purses, briefcases, backpacks, liquids, foods or any other object other than papers or personal electronic communication devices to the lectern, nor advance past the lectern unless you are invited to do so. Comments should not personally attack other speakers, Council or staff. Each speaker's remarks are limited to three (3) minutes. Any speaker addressing the Council using a translator may speak for six (6) minutes. The speaker's microphone will mute when the allotted time expires and the speaker must leave the podium. 5. Presentation - Proclamations, Awards, and Recognitions. 5.1. Presentation proclaiming March 28, 2026, as "Mayor's Monarch Pledge Day." Sponsors: Kelsey Heiden Attachments: 1. 26 Mayor's Monarch Pledge Day 5.2. Presentation proclaiming the month of March 2026 as "American Red Cross Month." Sponsors: Tanya Smith Attachments: 1. 26 American Red Cross Month 5.3. Presentation proclaiming the month of March 2026 as "National Multiple Sclerosis Month." Sponsors: Tanya Smith Attachments: 1. 26 National Multiple Sclerosis Awareness Month Page 2 March 26, 2026 Page 2 of 1298 City Council 5.4. Presentation proclaiming April 6-10, 2026 as "National Community Development Week." Sponsors: Anthony Armstrong Attachments: 1. 26 National Community Development Week 6. Hear Visitors. During Hear Visitors an individual may address the City Council on any item which does not appear on the posted agenda. The City Council will listen and receive the information presented by the speaker, ask staff to look into the matter, or place the issue on a future agenda. Topics of operational concern shall be directed to the City Manager. 7. Consent Agenda. Presentation, discussion, and possible action on consent items which consist of ministerial or "housekeeping" items as allowed by law. A Councilmember may request additional information at this time. Any Councilmember may remove an item from Consent for discussion or a separate vote. 7.1. Presentation, discussion, and possible action of minutes for: • February 16, 2026 Special (Retreat) Meeting • February 26, 2026 Council Meeting Sponsors: Tanya Smith Attachments: 1. RTM021626 DRAFT Minutes 2. CCM022626 DRAFT Minutes 7.2. Presentation, discussion, and possible action on a design contract with The Arkitex Studio, Inc. for the Veterans Park Wayfinding Signage Design, not to exceed $146,200. Sponsors: Jennifer Cain, Melissa Thomas Attachments: 1. Veterans Park Wayfinding Signage Location Map 2. Veterans Park Wayfinding Signage Design Contract Vendor Signed 7.3. Presentation, discussion, and possible action on the Texas Emergency Management Assistance Teams (TEMAT) Memorandum of Understanding (MOU) with the Texas Division of Emergency Management. Sponsors: Richard Mann Attachments: 1. TEMAT MOU 26300263 7.4. Presentation, discussion, and possible action regarding a resolution adopting the Brazos County Hazard Mitigation Action Plan for 2024-2029. Sponsors: Lauren McGrath Attachments: 1. College Station Resolution for HMAP 2024-2029 2. Exhibit A Brazos County HMAP -2024-2029 7.5. Presentation, discussion, and possible action on an award to KBS Electric Distributors, Inc. for Single Phase and Three Phase Transformers, for Electric Warehouse Inventory, not to exceed $1,043,514. Sponsors: Glenn Gavit Attachments: 1. 26-035 Award Bid Tabulation 7.6. Presentation, discussion, and possible action regarding a contract amendment to a contract with LifeScan Wellness Centers to increase the term of the agreement, and increase the contract amount by $23,000 for a total contract amount of $118,000. Sponsors: Richard Mann Attachments: 1. LifeScan Amendment_24300352AMD1--KJ_(CC Page 3 March 26, 2026 Page 3 of 1298 City Council 7.7. Presentation, discussion, and possible action on the City's Indefinite Delivery/Indefinite Quantity (IDIQ) list, where identified firms are pre -qualified to provide on -call, as needed, professional services. A category for Construction Materials Testing is to be added to the list approved at the November 13, 2025 City Council meeting. Sponsors: Jennifer Cain, Melissa Thomas Attachments: 1. Pre -Qualified List 2025 IDIQ Memo 7.8. Presentation, discussion, and possible action on a change order with DCCM Infrastructure, Inc. for additional design services in the amount of $73,286.31 as part of the James Parkway and Puryear Drive Rehab Projects. Sponsors: Jennifer Cain, Rusty Warncke Attachments: 1. James and Puryear Design Contract Amendment Vendor Signed 7.9. Presentation, discussion, and possible action on a change order with DCCM Infrastructure, Inc. in the amount of $92,406 for additional engineering design and project management services for the Rock Prairie Road East Widening Project. Sponsors: Jennifer Cain, Raquel Gonzales Attachments: 1. Rock Prairie Road Widening Scope Amendment - Vendor Signed 2. Rock Prairie Road Widening Project Map 7.10. Presentation, discussion, and possible action regarding a Professional Services Contract with Freese and Nichols, Inc. in the amount of $300,000 for the 2026 Water and Wastewater Impact Fee Update Study. Sponsors: Gary Mechler, Stephen Maldonado Attachments: 1. Contract #26300314 7.11. Presentation, discussion, and possible action on a deductive change order with Weisinger, Inc., providing for a $432,300 credit to the construction contract for the Water Well 3 Rehabilitation project. Sponsors: Gary Mechler, Stephen Maldonado Attachments: 1. Deductive Change Order - Vendor Signed 7.12. Presentation, discussion, and possible action on the purchase of two 2,000 KVA pad -mount transformers from Magnetron USA, LLC, for upcoming water well rehabilitation projects, not to exceed $108,902. Sponsors: Gary Mechler, Stephen Maldonado Attachments: 1. Bid Tabulation 26-030 7.13. Presentation, discussion, and possible action regarding an ordinance amending Chapter 38, "Traffic and Vehicles," Article VI, "Traffic Schedules," Section 38-1014, "Traffic Schedule XIV, No Parking Here to Corner and No Parking Any Time," of the Code of Ordinances of the City of College Station, Texas, to prohibit parking on Lenert Circle. Sponsors: Emily Fisher Attachments: 1. Parking Removal Ordinance - Lenert Cir 2. Map- Parking Removal - Lenert Cir 7.14. Presentation, discussion, and possible action on a design change order for the Municipal Court Building Envelope Repair & Maintenance Project with Zero Six Consulting, LLC. for $9,630 and a revised total contract amount of $104,530. Sponsors: Brett Cast , Jennifer Cain Attachments: 1. Municipal Court Building Design Change Order Vendor Signed 2. Municipal Court Building Location Map Page 4 March 26, 2026 Page 4 of 1298 City Council 7.15. Presentation, discussion, and possible action regarding a Professional Services Contract with Kimley-Horn and Associates, Inc. in the amount of $120,000 for the 2026 Roadway Impact Fee 5-year Update Study. Sponsors: Carol Cotter Attachments: 1. Vendor Executed Contract 26300379 7.16. Presentation, discussion, and possible action regarding the adoption of program guidelines for an Acquisition, Rehabilitation, and Disposition for Homebuyers Program. Sponsors: David Brower Attachments: 1. Acquistion Rehabilitation Disposition Guidelines - Homebuyer - Regular DAP 7.17. Presentation, discussion, and possible action on a construction contract with Zone Industries for the replacement of two variable frequency drives for high -service pumps at the Dowling Road Pump Station, not to exceed $176,400. Sponsors: Gary Mechler, Stephen Maldonado Attachments: 1. Contract #26300412-Vendor Signed 7.18. Presentation, discussion, and possible action on Change Order No. 1 for Electric and Water Meter Reading Services with Alexander's Contract Services, Inc., not to exceed $391,000; which includes $56,000 for two additional months. Sponsors: Mary Ellen Leonard Attachments: 1. 21300361 CO1--LKP (CC 3.26.26) vendor signed 7.19. Presentation, discussion, and possible action on appointing Tina Ann Duncan to an unexpired term on the Tourism Committee. Sponsors: Ian Whittenton Attachments: 1. Tourism Applicant List 032626 Mtg_Redacted 8. Workshop Agenda. 8.1. Presentation, discussion, and possible action, relating to receiving the annual audit reports and Annual Comprehensive Financial Report (ACFR) for the fiscal year ended September 30, 2025. Sponsors: Michael DeHaven Attachments: None 8.2. Presentation, discussion, and possible action on the 2026 update to the City Council Strategic Plan Sponsors: Ross Brady Attachments: 1. City Council Strategic Plan 2026 Update - Redline 2. City Council Strategic Plan 2026 Update - New Format 9. Regular Agenda. 9.1. Presentation, discussion, and possible action on an amendment to a Construction Manager at Risk (CMAR) Contract with Garney Construction, Inc. accepting the Guaranteed Maximum Price (GMP) of $27,886,767.07 for the drilling of 3 production wells, mechanical piping, and well collection lines as part of the Wells 10, 11 and 12 Project, plus the City's contingency in the amount of $697,169.18 for a total appropriation of $28,583,936.25 and approval of a Resolution Declaring Intention to Reimburse Certain Expenditures with Proceeds from Debt. Sponsors: Jennifer Cain, Casey Rhodes Attachments: 1. Wells 10,11,12 and Collection Line Location Map 2. 253000059 GMP4_Vendor Signed_CC 03262026 Page 5 March 26, 2026 Page 5 of 1298 City Council 3. New Wells and Collection Line DRR 9.2. Public Hearing, presentation, discussion, and possible action regarding an ordinance amending the Comprehensive Plan - Future Land Use & Character Map from Neighborhood Center to Urban Residential for approximately 6.995 acres generally located at 8650 Turkey Creek Road. Sponsors: Gabriel Schrum Attachments: 1. Aerial and SAM 2. Background Information 3. Comprehensive Plan Exhibit 4. Applicants Supporting Information 5. Future Land Use Map 6. Ordinance 9.3. Public Hearing, presentation, discussion, and possible action regarding an ordinance amending Appendix A, Unified Development Ordinance, Article 4, "Zoning Districts," Section 4.2 "Official Zoning Map," of the Code of Ordinances of the City of College Station, Texas by changing the zoning district boundaries from R Rural to MF Multi -Family for approximately 6.995 acres generally located at 8650 Turkey Creek Road. Sponsors: Gabriel Schrum Attachments: 1. Aerial and SAM 2. Rezoning Exhibit 3. Background Information 4. Applicants Supporting Information 5. Existing Future Land Use Map 6. Rezoning Map 7. Ordinance 9.4. Public Hearing, presentation, discussion, and possible action regarding an ordinance amending Appendix A, Unified Development Ordinance, Article 4, "Zoning Districts," Section 4.2 "Official Zoning Map," of the Code of Ordinances of the City of College Station, Texas by changing the zoning district boundary from CI Commercial Industrial to P-MUD Planned Mixed Use District for approximately 1.24 acres at 200 Texas Avenue, generally located northwest of the intersection of Texas Avenue and University Drive. Sponsors: Gabriel Schrum Attachments: 1. Aerial and SAM 2. Concept Plan 3. Future Land Use Map 4. Zoning Map 5. Zoning Exhibit 6. Applicant's Bulk Letter 7. Background Information 8. Applicant's Supporting Information 9. Ordinance 9.5. Public Hearing, presentation, discussion, and possible action regarding an ordinance amending Appendix A, Unified Development Ordinance, Article 3 "Development Review Procedures", Section 3.5 "Concept Plans (P-MUD and PDD Districts)" of the Code of Ordinances of the City of College Station, Texas, by amending certain sections relating to requirements, concept plans, and community benefits for PDD Planned Development Districts. Sponsors: Jeff Howell Attachments: 1. Ordinance Page 6 March 26, 2026 Page 6 of 1298 City Council 2. Section 3.5 Concept Plans (P-MUD and PDD Districts) redlines 9.6. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.021 acre portion of a public utility easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr, according to the instruments recorded in Volume 12294, Page 73 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Attachments: 1. Vicinity Map 2. Location Map 3. Abandonment Application 4. Ordinance 9.7. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.034 acre 10-foot-wide sanitary sewer easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr, according to the instruments recorded in Volume 1389, Page 222 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance 9.8. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.077 acre portion of a variable width Public Utility Easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr, according to the instruments recorded in Volume 19593, Page 128 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance 9.9. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.080 acre portion of a 20-foot-wide utility easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 291, Page 807 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance 9.10 Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.094 acre 20-foot-wide aerial utility easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 1396, Page 139 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Page 7 March 26, 2026 Page 7 of 1298 City Council Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance 9.11. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.160 acre variable width water line easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 4090, Page 242 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance 9.12. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 761 square foot 10-foot-width water line easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 4090, Page 242 of the Official Public Records of Brazos County, Texas. Sponsors: Lindsey Pressler Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance 9.13. Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 550 sq ft portion of a generally 20-foot-wide Public Utility Easement, said easement lying over, across, and upon Lot 1, Block 18 of the Mission Ranch Subdivision Phase 403, generally located at 3735 Hardin Hills Drive, according to the plat recorded in Volume 18227, Page 77 of the Official Public Records of Brazos County, Texas. Sponsors: Cole Gabelman Attachments: 1 Location Map 2 Ordinance 3. Vicinity Map 4. Abandonment Application 9.14. Presentation, discussion, and possible action regarding the adoption of a resolution regarding a substantial amendment to the 2025-2029 Consolidated Plan and 2025 Annual Action Plan to reprogram $485,680 of CDBG funds to Rental Housing Rehabilitation for the acquisition of housing units to be used as affordable rental housing. Funds will be moved as follows: $400,000 from Public Facilities to Rental Housing Rehabilitation; $85,680 from Housing Services to Rental Housing Rehabilitation. Sponsors: Raney Whitwell Attachments: 1. Resolution Substantial Amendment No. 1 9.15. Presentation, discussion, and possible action regarding the adoption of a resolution regarding a substantial amendment to the 2025-2029 Consolidated Plan and 2025 Annual Action Plan. The amendment proposes adding a new project, Homebuyer — Acquisition Rehabilitation, and reallocating $339,505.34 in CDBG funds from Rental Housing Rehabilitation to the new activity. Sponsors: Raney Whitwell Page 8 March 26, 2026 Page 8 of 1298 City Council Attachments: 1. Resolution Substantial Amendment No. 2 10. Items of Community Interest and Council Calendar. Items of Community Interest and Council Calendar: The Council may discuss upcoming events and receive reports from a Council Member or City Staff about items of community interest for which notice has not been given, including: expressions of thanks, congratulations or condolence; information regarding holiday schedules; honorary or salutary recognitions of a public official, public employee, or other citizen; reminders of upcoming events organized or sponsored by the City of College Station; information about a social, ceremonial or community event organized or sponsored by an entity other than the City of College Station that is scheduled to be attended by a Council Member, another city official or staff of the City of College Station; and announcements involving an imminent threat to the public health and safety of people in the City of College Station that has arisen after the posting of the agenda. 11. Council Reports on Committees, Boards, and Commissions. A Council Member may make a report regarding meetings of City Council boards and commissions or meetings of boards and committees on which a Council Member serves as a representative that have met since the last council meeting. (Committees listed in Coversheet) 12. Future Agenda Items and Review of Standing List of Council Generated Future Agenda Items. A Council Member may make a request to City Council to place an item for which no notice has been given on a future agenda or may inquire about the status of an item on the standing list of council generated future agenda items. A Council Member's or City Staff's response to the request or inquiry will be limited to a statement of specific factual information related to the request or inquiry or the recitation of existing policy in response to the request or inquiry. Any deliberation of or decision about the subject of a request will be limited to a proposal to place the subject on the agenda for a subsequent meeting. 13. Adjourn. The City Council may adjourn into Executive Session to consider any item listed on the agenda if a matter is raised that is appropriate for Executive Session discussion. Executive Session is closed to the public. The City Council may according to the Texas Open Meetings Act adjourn the Open Meeting during the Consent, Workshop or Regular or Special Agendas and return into Executive Session to seek legal advice from the City Attorney regarding any item on the Workshop, Consent or Regular or Special Agendas under Chapter 551, Texas Government Code I certify that the above Notice of Meeting was posted on the website and at College Station City Hall, 1101 Texas Avenue, College Station, Texas, on March 19, 2026 at 5:00 p.m. cDfonik City SecrLtary This building is wheelchair accessible. Persons with disabilities who plan to attend this meeting and who may need accommodations, auxiliary aids, or services such as interpreters, readers, or large print are asked to contact the City Secretary's Office at (979) 764-3541, TDD Page 9 March 26, 2026 Page 9 of 1298 City Council at 1-800-735-2989, or email adaassistance@cstx.gov at least two business days prior to the meeting so that appropriate arrangements can be made. If the City does not receive notification at least two business days prior to the meeting, the City will make a reasonable attempt to provide the necessary accommodations. Page 10 March 26, 2026 Page 10 of 1298 March 26, 2026 Item No. 5.1. Mayor's Monarch Pledge Day Proclamation Sponsor: Kelsey Heiden Reviewed By CBC: City Council Agenda Caption: Presentation proclaiming March 28, 2026, as "Mayor's Monarch Pledge Day." Relationship to Strategic Goals: Recommendation(s): Summary: Budget & Financial Summary: Attachments: 1. 26 Mayor's Monarch Pledge Day Page 11 of 1298 Proclamation WHEREAS, the monarch butterfly is an iconic North American species whose migration across Canada, the United States, and Mexico has captivated Texans for generations; and WHEREAS, the once abundant monarch butterfly's population has declined more than 90% since the year 2000, and decline in population is such that the monarch may become a threatened species; and WHEREAS, the City Council has established a commitment to their recovery by resigning the National Wildlife Federation's Mayors' Monarchs Pledge; and WHEREAS, the City of College Station and the Parks and Recreation Conservation Advisory Group partners will continue our commitment to pollinator preservation; and WHEREAS, every citizen of College Station can make a difference for the monarch by planting native milkweed to provide habitat for the monarch and other native pollinators; and WHEREAS, I am honored to sign the National Wildlife Federation's Mayors' Monarch Pledge; and I encourage other city officials across our great nation to take a stand with me so that the monarch butterfly will once again flourish across the continent. Now, therefore, I, John P. Nichols, by virtue of the authority vested in me as Mayor of the City of College Station, Texas, do hereby proclaim March 28, 2026, as: "MAYORS' MONARCH PLEDGE DAY" IN TESTIMONY WHEREOF, I have hereunto set my hand and caused to be affixed the seal of the City of College Station, Texas this 26th Day of March, 2026. Attest: Tanya Smith City Secretary ohn P. Nichols Mayor Page 12 of 1298 March 26, 2026 Item No. 5.2. American Red Cross Month Proclamation Sponsor: Tanya Smith, City Secretary Reviewed By CBC: City Council Agenda Caption: Presentation proclaiming the month of March 2026 as "American Red Cross Month." Relationship to Strategic Goals: Recommendation(s): N/A Summary: N/A Budget & Financial Summary: N/A Attachments: 1. 26 American Red Cross Month Page 13 of 1298 Proclamation WHEREAS, this March, we celebrate American Red Cross Month by honoring our neighbors who make its humanitarian mission possible in College Station. Every day, their acts of kindness change lives, bringing relief, comfort and hope when help can't wait. This compassionate spirit runs deep in our community, just as it has for 145 years through the American Red Cross; and WHEREAS, today, those who serve with the American Red Cross, Heart of Texas Chapter lights the way during emergencies whether it's delivering shelter, food and comfort after disasters; providing a safe, lifesaving blood supply for patients facing conditions like cancer treatments, childbirth complications and traumatic injuries; assisting military members, veterans and their families with 24/7 global support; or empowering individuals with skills like first aid and CPR that save lives; and WHEREAS, these collective efforts are a powerful reminder that the strength of our community lies in our shared commitment to one another. As we mark Red Cross Month, let's celebrate our local heroes and resolve to continue lifting each other up, so no one faces an emergency alone. NOW, THEREFORE, I, John P. Nichols, Mayor of College Station, by virtue of the authority vested in me by the laws of College Station and Texas, do hereby proclaim March 2026 as American Red Cross Month And encourage all citizens of College Station to reach out and support its humanitarian mission. IN TESTIMONY WHEREOF, I have hereunto set my hand and caused to be affixed the seal of the City of College Station, Texas this 26th day of March 2026. Attest: Tanya Smith City Secretary John P. Nichols Mayor Page 14 of 1298 March 26, 2026 Item No. 5.3. National Multiple Sclerosis Month Proclamation Sponsor: Tanya Smith, City Secretary Reviewed By CBC: City Council Agenda Caption: Presentation proclaiming the month of March 2026 as "National Multiple Sclerosis Month." Relationship to Strategic Goals: • Good Governance Recommendation(s): N/A Summary: The National Multiple Sclerosis Society requests a proclamation recognizing its commitment to finding the cause and cure for MS and thanks those dedicated to creating a world free of MS. The Society will host the end of the annual Bike MS ACC Texas MS150 at Aggie Park on April 26, 2026. Budget & Financial Summary: N/A Attachments: 1. 26 National Multiple Sclerosis Awareness Month Page 15 of 1298 WHEREAS: Multiple Sclerosis (MS) is an unpredictable, often disabling disease of the central nervous system, affecting nearly 1 million people in the United States alone; and WHEREAS: the National Multiple Sclerosis Society is committed to a world free of MS, raising public knowledge about the disease and elevating the voices of those affected by it; and WHEREAS: since 1946 the National Multiple Sclerosis Society has been a driving force of MS research, relentlessly pursuing prevention, treatments and cures, and has invested more than $1 billion in groundbreaking research; and WHEREAS: the mission of the National Multiple Sclerosis Society is to cure MS while empowering people affected by MS to live their best lives and is one that all Americans and the City of College Station should support; and WHEREAS: the City of College Station recognizes the importance of finding the cause and cures for MS and expresses its appreciation for the dedication that the National Multiple Sclerosis Society has shown toward creating a world free of MS by acknowledging March as MS Awareness Month; and WHEREAS: the City of College Station recognizes the importance of finding the cause and cures for MS and expresses its appreciation for the dedication that the National Multiple Sclerosis Society has shown toward creating a world free of MS by generously hosting the end of the annual Bike MS ACC Texas MS 150 on April 26, 2026, at Aggie Park. NOW, THEREFORE, I, John P. Nichols, as Mayor of the City of College Station, Texas, and on behalf of the entire College Station City Council, do hereby proclaim March 2026 as and we encourage citizens of the City of College Station to join in finding the cause and cures for Multiple Sclerosis. IN WITNESS THEREOF, I have hereunto set my hand and caused the SEAL of the City of College Station, Texas to be affixed this 26th day of March 2026. Attest: Tanya S h, City Secretary eLk,Le . Nichols, Mayor Page 16 of 1298 March 26, 2026 Item No. 5.4. National Community Development Week Sponsor: Anthony Armstrong, Director of Planning and Development Reviewed By CBC: City Council Agenda Caption: Presentation proclaiming April 6-10, 2026 as "National Community Development Week. II Relationship to Strategic Goals: • Good Governance Recommendation(s): N/A Summary: N/A Budget & Financial Summary: N/A Attachments: 1. 26 National Community Development Week Page 17 of 1298 WHEREAS, the U.S. Department of Housing and Urban Development implemented the Community Development Block Grant (CDBG) Program in 1974 for the purpose of providing local governments with the financial resources to assist low and moderate income persons; and WHEREAS, this year celebrates 52 years of CDBG and the City of College Station has received over $48 million through the CDBG Program to address the needs of our residents; and WHEREAS, the CDBG Program provides annual funding and flexibility to make targeted investments to meet local needs — transforming neighborhoods, providing preventative social services, developing decent, safe and sanitary housing, and providing economic opportunity to low-income persons; and WHEREAS, the HOME Investment Partnerships (HOME) Program provides funding to local communities to create decent, safe, affordable housing opportunities for low-income persons; and WHEREAS, the City of College Station has received over $18 million in HOME funds since 1994. NOW, THEREFORE BE IT RESOLVED, that I, John P. Nichols, as Mayor of the City of College Station designates the week of April 6-10, 2026 as: in support of these two valuable programs that have made tremendous contributions to the viability of the housing stock, infrastructure, public services, and economic vitality of our community. IN WITNESS THEREOF, I have hereunto set my hand and caused the SEAL of the City of College Station, Texas to be affixed this 26th day of March 2026. John P. Nichols Mayor Attest: Tanya Smith City Secretary Page 18 of 1298 March 26, 2026 Item No. 7.1. February 16th & 26th Meeting Minutes Sponsor: Tanya Smith, City Secretary Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action of minutes for: • February 16, 2026 Special (Retreat) Meeting • February 26, 2026 Council Meeting Relationship to Strategic Goals: • Good Governance Recommendation(s): Recommends Approval. Summary: N/A Budget & Financial Summary: None Attachments: 1. RTM021626 DRAFT Minutes 2. CCM022626 DRAFT Minutes Page 19 of 1298 MINUTES OF THE CITY COUNCIL SPECIAL MEETING (RETREAT) CITY OF COLLEGE STATION FEBRUARY 16, 2026 STATE OF TEXAS COUNTY OF BRAZOS Present: John Nichols, Mayor Council: Mark Smith William Wright David White Melissa Mcllhaney Bob Yancy Scott Shafer City Staff: Bryan Woods, City Manager Jeff Capps, Deputy City Manager Jennifer Prochazka, Assistant City Manager Michael Ostrowski, Chief Development Officer Adam Falco, City Attorney Leslie Whitten, Deputy City Attorney Tanya Smith, City Secretary 1. Call to Order and Announce a Quorum is Present. With a quorum present, the meeting of the College Station City Council was called to order by Mayor Nichols at 8:41 a.m. on Monday, February 16, 2026, in the Calvary Court, 200 Century Court, College Station, TX 77840. 2. SPECIAL ITEMS 2.1. Presentation, discussion and possible action regarding strategic planning. Bryan Woods, City Manager, provided a brief overview of what will be discussed: Capital Plan, Policy, Operations, Budget, and the Council Strategic Plan. City Council provided their individual high level strategic priorities (Council Moonshots): Councilmember Mark Smith • Traffic Safety • Congestion • Pedestrian Traffic Safety CCM 021626 Minutes Page 1 Page 20 of 1298 Mayor Pro Tem William Wright • Identity & Focus on Districts within the City • Northgate Priories Moving forward Councilmember David White • Sports as Destination in College Station • Hensel Park • More Town Hall Meetings with the Community Councilmember Melissa Mcllhaney • Safety mobile transportation • Pedestrian Plaza crossing at Northgate • Southwest flight at Easterwood. • Multi event center • Live in Psychiatric facilities • Full time Legislative Liaison • Adequate Cash Reserves • Districts • Family Entertainment • Housing is a supply and demand issue. The City can incentivize density to get more supply • Reinvesting and maintaining what we already have • Pickle Ball Courts Councilmember Bob Yancy • TIP Strategies should be added to the strategic plan • Enhance tourism / Wolf Pen Creek • Convention Center with or without sports • Northgate Vision • Traveling Family tours • Need more affordable housing • Economic Development (Jobs) • Business Park • Public Safety • Strategic Footprint in growth • Student living districts • Relationships with other Entities Councilmember Scott Shafer • Relationship with A&M • Policy on micromobility • Northgate Core and priorities • Hensel Park Community Amenities Mayor John Nichols • Capital Opportunities: Strategy positioning for possible 2027 Bond Election > Decision on Rec Center • Business Park > Partnership opportunities regarding the purchase of property • Completing the University Drive Pedestrian Crossing CCM 021626 Minutes Page 2 Page 21 of 1298 Mayor Nichols recessed the meeting at 10:11 p.m. The meeting resumed at 10:25 p.m. The City Council discussed potential 2027 Bond Elections and possible Capital Projects they would like to include in a Bond Election. Bryan Woods, the City Manager, provided a comprehensive overview of the Capital Project Priorities and Debt. The Council asked the City Managers about various issues concerning Capital Projects, including their processes, opportunities, and challenges. Also, the request of moving Midtown Signage — Hensel Park moving up on the list. • Specific Capital Projects Priorities Capital Proiect Priorities Project Estimated Total Funding Votes Sources Public Works Facility $35,000,000 6 Cash/Debt Midtown Baseball Complex $20,000,000 6 Cash Wolf Pen Creek $7,000,000 6 Debt Univ Drive Pedestrian Crossing $15,000,000 5 Debt Neighborhood Parks $5,000,000 5 Debt Midtown Infrastructure $18,975,000 4 Cash/Debt Midtown Town Lake Extension $12,000,000 4 Debt Texas Independence Park $15,100,000 4 Debt Northgate $5,000,000 4 Debt Subtotal $133,075,000 Midtown Signage $700,000 3 Hensel Park $2,500,000 3 Future Streets (FY30) $10,300,000 3 Street Rehab & Revolver r$10,000,000 3 Debt Sidewalk and Trails $5,600,000 3 Debt Signals & Roundabouts $4,100,000 3 Debt Balcones Dr Extension $8,800,000 2 Drayage Revolver $2,500,000 2 Debt Pebble Creek Parkway $7,750,000 2 Bee Creek Parking Lot Rehab $1,000,000 1 Bachmann Tennis Court Repairs $1,700,000 1 Athletic Field LEDs $4,000,000 0 Recreation Center $75,000,000 0 Lakeway South $20,000,000 0 Shady Drive Rehab $2,500,000 0 CCM 021626 Minutes Page 3 Page 22 of 1298 Future Streets (FY31) $18,000,000 0 List Total $307,525,000 Received at least 4 votes $133,075,000 Routine Project Categories $22,200,000 Total $155,275,000 Councilmember White left the meeting at 11: 35 am. Mayor Nichols recessed the meeting at 11:57 a.m. The meeting resumed at 1:10 p.m. Councilmember White returned to the meeting at 1:10 pm. Bryan Woods, the City Manager, provided a comprehensive overview of the capital plan, policy, operations, budget, and the council strategic plan. • Staff's moonshots • Capital projects • Policy changes • Employee retention and compensation • Forecast: legislative, budget, and tax rate • Strategic plan update The Council asked the department directors about various topics, including programs, processes, opportunities, and challenges. • Capital Projects Operations • Economic/Tourism • Water Services • Cyber Security • Police Department • Disaster Training • Fiscal Outlook of the City • Policies & Regulations • Housing Affordability Initiatives ➢ Initiate Middle Housing Policy ➢ Impact fees for affordable housing ➢ Density ➢ Policy on square footage ➢ Incentive Impact fees Mayor Nichols recessed the meeting at 3:20 p.m. The meeting resumed at 3:36 p.m. CCM 021626 Minutes Page 4 Page 23 of 1298 The Council proceeded to provide direction on updates to the strategic plan. Staff will present an updated strategic plan for the Council's approval on or after the second regular meeting in March. 3. Future Agenda Items and Review of Standing List of Council Generated Future Agenda Items. No future items at this time. 4. Adiournment. There being no further business, Mayor Nichols adjourned the Meeting of the City Council at 4:43 p.m. on Monday, February 16, 2026. John P. Nichols, Mayor ATTEST: Tanya Smith, City Secretary CCM 021626 Minutes Page 5 Page 24 of 1298 MINUTES OF THE CITY COUNCIL MEETING IN -PERSON WITH TELECONFERENCE PARTICIPATION CITY OF COLLEGE STATION FEBRUARY 26, 2026 STATE OF TEXAS COUNTY OF BRAZOS Presiding: John Nichols, Mayor Council: Mark Smith William Wright, Mayor ProTem David White Melissa Mcllhaney Bob Yancy Scott Shafer City Staff: Bryan Woods, City Manager Jeff Capps, Deputy City Manager Adam Falco, City Attorney Leslie Whitten, Deputy City Attorney Tanya Smith, City Secretary Ian Whittenton, Deputy City Secretary 1. Call to Order and Announce a Quorum is Present. With a quorum present, the meeting of the College Station City Council was called to order by Mayor Nichols via In -Person and Teleconference at 3:00 p.m. on February 26, 2026, in the Council Chambers of the City of College Station City Hall, 1101 Texas Avenue, College Station, Texas 77840. 2. Presentation of the Employee of the Year nominees and recognition of the Employee of The Year, the City Impact Award, and the City Leadership Award recipients. Nominees for Employee of the Year were: Anthony Aranda, Parks and Recreation; Josh Carrera, Fire Department; Eric Chapman, Economic Development; Anita Dorsey, Finance; Isaias Hernandez, IT Department; Stacy Lee, Electric; Andree Mable, Police; Eric Watkins, CIP; Kenneth Wells, Water; Raney Whitwell, Planning and Dev; and Kisha Williams, Public Works The 2025 Employee of the Year is Andree Mable, Police Department. Of note was her dedication to her work, personal touch, dependability, finding solutions to difficult situations, and developing positive relationships with the community and contractors. Bryan Woods, City Manager, announced the City Impact Award, which was given by the City Manager's Office to the employee who has had a meaningful and long-lasting impact on College Station and the community during the past year. CCM 022626 Minutes PagePAge 25 of 1298 The recipient of the 2025 City Impact Award was Stephen Maldonado, Water Services Assistant Director, who has been recognized by his peers and by city leadership for his contributions to the city. Mr. Woods announced the City Leadership Award, which was given by the City Manager's Office to a department director or assistant director who demonstrated outstanding leadership over the past year. Recipients are nominated by their peers on the Executive Leadership Team. The recipient of the 2025 City Leadership Award is Emily Fisher, Public Works Director, her leadership skills and guidance produced a direct and immediate impact in her department and throughout the community. The Council Meeting recessed at 3:25 p.m. for a reception honoring the Employee of the Year nominees and recognition of the Employee of the Year, the City Impact Award, and the City Leadership Award recipients. 3. Reception. The meeting resumed at 3:48 p.m. 4. Executive Session Agenda. In accordance with the Texas Government Code §551.071-Consultation with Attorney, §551.072-Real Estate, §551.074-Personnel, §551.086-Competitive Matters, and §551.087-Economic Development, and the College Station City Council convened into Executive Session at 3:48 p.m. on February 26, 2026, to continue discussing matters pertaining to: 4.1. Consultation with Attorney to seek advice regarding Wending or contemplated litigation, to wit: • The City of College Station v. The Public Utility Commission of Texas, Cause No. D-1-GN- 24-005680 in the 200th District Court, Travis County, Texas. • Legal advice regarding easements in the area of Church Avenue and Boyett Street. • Legal advice regarding the professional services contract for Southeast Park. 4.2. Deliberation on the purchase, exchange, lease, or value of real property; to wit: • Approximately 8 acres of land located at 1508 Harvey Road. • Approximately 28 acres of land generally located at Midtown Drive and Corporate Parkway in the Midtown Business Park. • Property located within the Midtown Business Park. 4.3. Deliberation on the appointment, employment, evaluation, reassignment, duties, discipline, or dismissal of a public officer; to wit: • Zoning Board of Adjustments • City Attorney • Council Self -Evaluation 4.4. Deliberation on a competitive matter as that term is defined in Gov't Code Section 552.133; to wit: • Power Supply CCM 022626 Minutes PagePge 26 of 1298 4.5. Deliberation on an offer of financial or other incentives for a business prospect that the Council seeks to have locate, stay or expand in or near the Citv; to wit: • Economic development agreement with Corinth Group, Inc. • Economic development agreement for a development within the Midtown relating to baseball fields. • Economic development agreement for a development generally located at the University Drive and College Avenue. • Economic development agreement for a development generally located at the Raymond Stotzer Parkway and State Highway 47. • Economic development agreement with College Station Town Center, LP. Business Park intersection of intersection of 5. The Open Meeting Will Reconvene No Earlier than 6:00 PM from Executive Session and City Council will take action, if anv. Executive Session recessed at 6:16 p.m. 6. Pledge of Allegiance, Invocation, consider absence request. Invocation given by Chaplain Mike Armstrong, College Station Fire Department. 7. Hear Visitors Comments. Linda Harvell, College Station, raised concerns about the management of trash cans left out on the streets for extended periods. She suggested a marketing campaign to address the issue and proposed holding landlords or leasing agents accountable. Dr. Cheryl Ann Peterson, College Station, spoke about the lack of warming centers in College Station during inclement weather. She highlighted the efforts of the city of Bryan and community members in providing support and called for a formal plan to address the needs of unhoused residents in the future. Noor Shaikh, College Station, echoed Dr. Peterson's concerns about the lack of warming centers in College Station. She emphasized the importance of having a plan for both warming and cooling centers to support vulnerable populations during extreme weather events. Kody Fox, College Station, raised concerns about the use of Flock Safety cameras in College Station. He questioned the privacy implications and the potential for misuse of the data collected by these cameras. He urged the city to reconsider their use and ensure transparency with the public. Charles Elliott, College Station, supported the emergency vehicle -only extension option for Pebble Creek Parkway. He shared a personal anecdote to emphasize the importance of quick emergency response times and the potential life-saving impact of the proposed extension. Robert Rose, College Station, discussed the severe drought conditions in Brazos County and suggested several questions for planners to consider. He proposed re-examining landscaping requirements, implementing supply-side triggers in the drought contingency plan, and exploring ways to cool the city. CCM 022626 Minutes Pageqge 27 of 1298 8. CONSENT ITEMS Presentation, discussion, and possible action on consent items which consist of ministerial, or "housekeeping" items as allowed by law: A Councilmember may request additional information at this time. Any Councilmember may remove an item from the Consent Agenda for a separate vote. No items were pulled for clarification. 8.1. Presentation, discussion, and possible action of minutes for: • February 12, 2026 Council Meeting 8.2. Presentation, discussion, and possible action on a construction contract with FW Walton, Inc. for the Utility Customer Service Building Envelope Repair and Maintenance Project in the amount of $117,093 plus the Citv's contingency in the amount of $23,419 for a total appropriation of $140,512. Approval of this item grants authority for the City Manager to authorize proiect expenditures up to the Citv's contingency amount. 8.3. Presentation, discussion, and possible action on a construction contract with BH Harris Construction for the construction of a shade shelter, paving, and infrastructure for installing a new pre -purchased pre -manufactured restroom building for the Lincoln Center Area Improvements Project in the amount of $474,128 plus the Citv's contingency in the amount of $47,412 for a total appropriation of $521,540. Approval of this item grants authority for the City Manager to authorize project expenditures up to the Citv's contingency amount. 8.4. Presentation, discussion, and possible action on a contract with Digitech Computer, LLC. in an amount not -to -exceed $225,000 for EMS billing services, accounts receivable, delinquent accounts collection, medical records requests, fire billing, and other related fire and EMS billing and records services. 8.5. Presentation, discussion, and possible action regarding the award of a contract to Brazos Paving, Inc. for base failure repairs and pavement reconstruction treatments in an amount not to exceed $6,000,000. This item is for contracted equipment, labor, and materials for standard maintenance activities associated with asphalt streets. 8.6. Presentation, discussion, and possible action on an annual price agreement with Prime Seventy Real Estate, LLC to purchase (pickup or delivery) on an as -needed basis: Type D Hot Mix Asphalt, Cement Treated Base and Recycled Crushed Concrete Base, and Cement Stabilized Sand for an amount not to exceed $3,616,000 for Asphalt, $1,069,000 for Base, and $51,000 for Sand. 8.7. Presentation, discussion, and possible action on a construction contract with Fun Abounds Inc. for playground replacement projects at Bee Creek Park and W.A. Tarrow Park in the amount of $398,482.00, plus the Citv's contingency in the amount of $39,848.20 for a total appropriation of $438,330.20. 8.8. Presentation, discussion, and possible action on the approval of three annual not -to -exceed (NTE) price agreements for various electric warehouse inventory items to: (1) KBS Electrical Distributors, Inc. (KBS) NTE $1,421,109.40; (2) Techline, Inc. (Techline) NTE $729,655.50; and (3) Priester-Mell & Nicholson, Inc. (PMN) NTE $52,750.00. The total cumulative NTE amount for these three price agreements is $2,203,514.90. CCM 022626 Minutes Page4ge 28 of 1298 8.9. Presentation, discussion, and possible action on an annual blanket purchase order for repair parts and repair labor from Siddons-Martin Emergency Group through the BuyBoard in the annual not -to -exceed amount of $250,000. 8.10. Presentation, discussion, and possible action on approving annual tire purchases and retread services from Southern Tire Mart, LLC through the BuyBoard in the annual not -to - exceed amount of $310,000. 8.11. Presentation, discussion, and possible action regarding Ordinance No. 2026-4657 amending Chapter 38, "Traffic and Vehicles," Article VI "Traffic Schedules," Section 38-1014 "Traffic Schedule XIV, No Parking Here to Corner and No Parking at Any Time," and Chapter 38, "Traffic and Vehicles," Article VI "Traffic Schedules," Section 38-1015 "Traffic Schedule XV, Two -Hour Parking," of the Code of Ordinances of the City of College Station, Texas, by removing on -street parking along sections of Stasnev Street and Cross Street and permitting on - street parking along sections of Stasnev Street located near 550 Cross Street and 401 Stasnev Street. 8.12. Presentation, discussion, and possible action on approval of a construction contract with Monaan Painting, LLC for the Carters Creek WWTP Clarifiers 2A, 2B, and 3A Rehabilitation Project in the amount of $439,500, alone with a contingency amount of $43,950, resulting in a total appropriation of $483,450. Approval of this item will authorize the City Manager to approve expenditures up to the contingency amount. 8.13. Presentation, discussion, and possible action regarding an amendment to the real estate contract with The Corinth Group, Inc. 8.14. Presentation, discussion, and possible action on Resolution No. 02-26-26-8.14 authorizing the Chief of Police as the authorized official to execute documents necessary for the grant application for grant funds from the Office of the Governor - Homeland Security Division for a Safe Shield Armored Tahoe for the SWAT team. MOTION: Upon a motion made by Councilmember Yancy and a second by Councilmember Shafer, the City Council voted seven (7) for and none (0) opposed, to approve the Consent agenda. The motion carried unanimously. 9. WORKSHOP ITEMS 9.1. Presentation, discussion, and possible action on the Midtown Engagement Summary Report. Heather Wade, Planning and Development, reported that on November 18, 2025, the City of College Station hosted a community workshop to gather input on the Midtown Area and Business Center's future. Ms. Wade explained that about 75 participants engaged in mapping exercises, written comments, and discussions with staff. The engagement revealed strong consensus on priorities like investment in parks, preserving wooded areas, enhancing trail connectivity, and supporting growth that aligns with neighborhoods. While opinions differed on specific topics, such as baseball facility locations, these issues were localized. This input is provided to help Council form a foundation for guiding future Midtown discussions and identifying areas needing further design or policy input. CCM 022626 Minutes Page,5ge 29 of 1298 Midtown Area Infrastructure and Signage Proposals Sign Type: 4-way ONot Specified OMidtown Signage OMonument Sign ® Number of Votes Infrastructure type: Road — Shared Use Path — Trail At approximately 7:04 p.m., Mayor Nichols opened for Citizen Comments. i° i 0.13 0.25 0.5 Miles Shelby Behm, College Station, advocated for continued investment in Midtown, emphasizing the need for walkable amenities, restaurants, and recreation, particularly for residents paying additional taxes in the area. Her desire for a business park and commercial development was also highlighted. There being no further comments, Citizen Comments was closed at 7:09 p.m. The Council accepted the Midtown Engagement Summary Report. 9.2. Presentation, discussion, and possible action on an update from the College Station Police Department. Billy Couch, Police Chief, provided an update on calendar year 2025 operations and activities for the College Station Police Department which included reports on response times, crime statistics, traffic contact analysis, and unit profiles. Response Times P1- Immediate Response P2 - Immediate Non-Emer Response P3 - Delayed Response P4 - Response not Required 2022 2023 2024 2025 06:24 06:00 05:59 06:22 06:47 06:17 06:26 06:35 08:47 08:22 08:23 08:24 10:26 08:53 08:26 09:23 CCM 022626 Minutes Page4'ge 30 of 1298 Crime Statistics Year 2022 2023 2024 2025 Total Calls Murder 85,130 1 92,100 3 89,142 2 89,552 1 Sexual Assault 106 84 75 71 Robbery 10 8 9 8 Aggravated 7 14 14 9 Robbery Aggravated 73 97 118 87 Assault Burglaryofa 159 129 154 99 Habitation Burglaryofa 503 449 379 210 Vehicle Theft of Firearm 123 105 103 62 2025 Traffic Enforcement • Traffic Stops 27,471 • Citations 8,540 • Warnings 18,169 2025 Traffic Contact Analysis • Most traffic contacts were made with males • Most contacts were with Whites • Police Officers did not know the race or ethnicity of individual prior to the stop, in most cases. • The most frequent reason for the stop is traffic moving violations. • Most contacts took place on "City streets." • Most stops did not involve a search. • Of those searches made, most were made with "probable cause." • Contraband was located in approximately half of the searches. • Of the contraband found, drugs were the most frequent. Towing Procedures Incident Management Tow • Non -consent tow • Wrecker called to scene • City Contract Wrecker Service Private Property Tow • Non -Consent Tow • Authorized by parking facility owner • Wrecker of choice • Predatory Practices • Texas Department of Licensing & Regulation (TDLR) is the governing body for wrecker activity • httnsJ/www_tdIrtexas_gov/media/odf/consumer-protection-tow-i-2ot-towedwhat-next-2025_odf Special Operations Teams Special Weapons and Tactics (SWAT): 1 Commander; 1 Team Leader; 2 Assistant Team Leaders; 18 Operators; 4 Snipers; 12 Perimeter Team. Hostage Negotiations (HNT): 1 Team Leader; 1 Assistant Team Leader; 8 Members. CCM 022626 Minutes PageP ge 31 of 1298 Bomb Technicians: 1 Team Leader; 4 Bomb Technicians. Special Operations Activity and Training SWAT: 18 Callout Operations; 2 Hostage Rescue Operations. Training includes hostage rescue, firearms, building search, CSISD Law Club. HNT: 13 Callout Operations; 3rd Place at National Competition. Training includes hosting an advanced HNT course. Bomb Technicians: 12 Callout Operations; 5 Recoveries; 9 Operational Standbys. 10. REGULAR ITEMS 10.1. Public Hearing, presentation, discussion, and possible action regarding Ordinance No. 2026-4658 amending the Comprehensive Plan by adopting the undated Economic Development Master Plan. Michael Ostrowski, Chief Development Officer, explained that the proposed ordinance would incorporate an updated Economic Development Master Plan into the City's Comprehensive Plan. The first Economic Development Master Plan was adopted in 2013 and updated in 2020. This plan aims to guide economic growth and development in College Station over the next five years. City staff worked with TIP Strategies, Inc., (Tracye McDaniel, President, John Karras, VP Business Development, and Erica Colston, Consultant to create this plan by collaborating closely with key stakeholders. STAKEHOLDER ENGAGEMENT OVERVIEW About 140 unique participants contributed to this plan through multiple touchpoints 140+ COMMUNITY TOUCHPOINTS Connections made during EDMP project outreach. 85+ LEADERSHIP TOUCHPOINTS Business Over Breakfast Event • City Council, Economic Development Committee, and Planning and Zoning Commission Updates . Steering Committee Meetings 65+ ROUNDTABLE PARTICIPANTS Business Retention and Expansion • City Staff • Economic Sustainability • Education and Workforce • Entrepreneurship and Innovation • Infrastructure and Real Estate Development 20+ ORGANIZATIONS INTERVIEWED In-depth conversations with leaders in local government, higher education, entrepreneurship, and business. SITE VISITS CONDUCTED In -person consultant trips, including site visits to potential and emerging development sites, commercial areas, and quality -of - place amenities. Erica Colston and John Karras with TIP Strategics, stated that the plan was developed through extensive engagement with community leaders from various sectors and analyzing data insights. It identifies four main strategic focus areas: 1) creating unique districts to establish a distinct identity; 2) developing industries to diversify the tax base; 3) promoting innovation to position College Station as a hub for business and entrepreneurship; and 4) positioning the City as a proactive leader. These goals are supported by measures to track progress and communicate successes. The plan also includes core strategic actions, tactics, and aspirational case studies. CCM 022626 Minutes Page'§ge 32 of 1298 ECONOMIC DATA ANALYSIS TIP compiled an interactive Tableau file, assessing the following quantitative data components 0 44 CITYWIDE BASELINE & PEER ANALYSIS DEMOCRAPAICS Pep ulahon Trend Population Change City Share of MSA Population population Drivers Population Pyramid Texas -Mai -Lyle Peer Map 11tYlYililir• EMPLOYMENT & INDUSTRIES Socioeconomic Map Employment Trend City Share of MSA Employment EmploymenI Annual Change Major Industries Industry Employment Share of MSA Net Employment Change by Industry Industry. Trends Indusl.ry Specialization CDMMCRCEAL PROPERTY DYNAMICS Texas Triangle Peer MSA Comparisons PRIORITY SECTOR ALIGNMENT Job Pasting Demand hNNOVATION INFRASTRUCTURE Jab Cualiflcatinns WORKFORCE ALIGNMENT = Pcstsecundary Awarding !WIDOWS Map General Program Oistnbulten Detailed Program Distribution General Program Trends Detailed Program Trends WORKFORCE ALIGNMENT Y Alternative career paths CTE Learners Map Apprenticeship Trends CAPITAL INVESTMENT I Private Investment Value Out of State Investors Venture Equity Timeline Investment Distribution Investment Destination Vexlure Equity Destinations Venture Eguily Origins CAPITAL INVESTMENT I Public SRIR / STIR Locations Apprentice Organizations Investment Timeline Investment Origins Venture Equity Stages Venture Equity Investors SEC R! STIR Timeline CAPITAL INVESTMENT I Academic PAD Expenditures GOAL 1 OVERVIEW: IDENTITY SIR / STIR Recipients R&O by Field of Study STRATEGIC INITIATIVES 1.1. Establish distinctive, place -based districts, promoting balance between university and resident communities. 1.2. Launch a City real estate strategy That prioritizes prime site opportunities. 1.3. Position College Station as a destination for year-round tourism and asset activation. 1.4. Enhance specific quality of life factors through connectivity and place -based initiatives. GOAL 2 OVERVIEW: INDUSTRY STRATEGIC INITIATIVES 2.1. Focus attraction and retention efforts on strategic growth areas and largetindustries. 2.2. Enhance workforce and talent development efforts to meet Industry demand. 2.3. Support the growth of existing small businesses and local market -serving entrepreneurs as important contributors to the Ci1y's identity. 00 00 n 00 00 rn 00 n 00 00 n — nI COMMERCIAL REAL ESTATE & DEVELOPMENT OPPORTUNITIES FISCAL TRENDS Revenue d Debt Property Taxes Sales Taxes COMMERCIAL PROPERTY& LAND USE commercial Real F slate Comparisons Commercial Real Estate Share of MSA Commercial Real Estate Maps Infrastructure& Developable Land Maps Priority Districts & Density GOAL 1 AT -A -GLANCE 4 Strategies to achieve the goal 17 Action items to accomplish strategies 30 Tactics for implementing actions 51 Total strategies, actions, & tactics MEASURING SUCCESS SAMPLE INDICATORS • Tax revenue from new development/redevelopment projects ▪ Annual hotel tax revenues SAMPLE METRICS • Estimated return on investment (ROI) for real estate projects • Number of marketing touchpoints for districts (e.g_, web, social media, and print media) GOAL 2 AT -A -GLANCE 3 Strategies to achieve the goal 15 Action items to accomplish strategies 37 Tactics for implementing actions 55 Total strategies, actions, &tactics MEASURING SUCCESS SAMPLE INDICATORS ▪ Job creation/growth Tax base growth/diversification SAMPLE METRICS • Number of in -person visits to existing businesses in College Slalion Number of meetings with corporate site selectors, real estate professionals, landowners CCM 022626 Minutes PageP2ge 33 of 1298 GOAL 3 OVERVIEW: INNOVATION STRATEGIC INITIATIVES 3.1. Retain and expand local science and tech -driven employers in College Station across all industry Types, with particular attention to Target sectors. 3.2. Attract science and tech -driven employers from competitive markets by showcasing College Station's innovation ecosystem assets across target sectors. 3.3. Enhance innovation ecosystem components that support science and tech -based entrepreneurs, also known as startups, to facilitate business growth. GOAL 4 OVERVIEW: IGNITION STRATEGIC INITIATIVES 4.1. Ensure the effectiveness of the EDMP by enhancing partnerships with local and regional partners through regular communications and collaborations. 4.2. Position College Station as a strong regional and state -level economic leader and business -friendly community. 4.3. Equip the City of College Station's economic development team with tools, resources, and structure to deliver results in implementation of the EDMP. 4.4. Bring awareness to the community about the City's economic development goals and the importance of specific topics, like redevelopment and innovation. GOAL 3 AT -A -GLANCE 3 Strategies to achieve the goal 15 Action items to accomplish strategies 17 Tactics for implementing actions 35 Total strategies, actions, & tactics MEASURING SUCCESS SAMPLE INDICATORS - Growth in Incubator, accelerator, coworking, wet lab space (by SF, or by number of entities) • New patents/intellectual property registered SAMPLE METRICS • Number of startup founders participating in local incubation or accelerator spaces ▪ Number of startup founders receiving technical assistance GOAL 4 AT -A -GLANCE 4 Strategies to achieve the goal 17 Action items to accomplish strategies 30 Tactics for implementing actions 51 Total strategies, actions, & tactics MEASURING SUCCESS SAMPLE INDICATORS - Additional transportation routes (air, luxury bus) between Texas Triangle cities - Increase in working population aged 25-34 SAMPLE METRICS ▪ Attendance at industry conferences, local and regional alliance meetings and events - Number of 'hits" to talent attraction specific webpages and social media Staff recommended approval of the Comprehensive Plan Amendment. The Economic Development Committee reviewed it on February 2, 2026, and the Commission approved it with a 4-3 vote on February 19, 2026, forwarding it to the City Council for consideration. RECOMMENDED IMPLEMENTATION STRUCTURE STAKEHOLDER ENGAGEMENT Regular Master An Plan updates Digital hub for info -sharing and feedback ▪ Quarterly summaries Partner roundtables • LEADERSHIP & ACCOUNTABILITY O O City Council Oversight Lead Convener: Economic Development & Tourism Departments Working groups convene regularly to plan next steps and discuss progress ▪ Identity Industry Innovation Ignition OVERSIGHT & TOOLS: Report progress, challenges, and lessons learned Each Working Group will: • Meet regularly for at least 6 months, identify resources, and reassess cadence at that time. • Use the implementation matrix to manage initiatives for each goal area • Leverage the City's Economic Development Committee to report progress. • Group members may change over time to better align with priority strategies, actions, or tactics CCM 022626 Minutes Page page 34 of 1298 At approximately 8:45 p.m., Mayor Nichols opened the Public Hearing. Padon Holt, College Station, emphasized the need for a business center and downtown environment to attract young professionals, and highlighted the importance of preserving designated business areas for future growth. There being no further comments, the Public Hearing was closed at 8:51 p.m. A motion was made by Councilmember White to postpone this item to March 26, 2026. Motion died due to lack of second. MOTION: Upon a motion made by Councilmember Yancy and a second by Councilmember Smith, the City Council voted seven (7) for and none (0) opposed, to adopt Ordinance No. 2026-4658, amending the Comprehensive Plan by adopting the updated Economic Development Master Plan. The motion carried unanimously. Mayor Nichols recessed the meeting at 9:13 p.m. The meeting resumed at 9:21 p.m. 10.2. Presentation, discussion, and possible action on a Letter of Intent with The Station Baseball, LLC relating to a baseball and softball complex in the Midtown Business Park. Michael Ostrowski, Chief Development Officer, stated that College Station is looking to boost sports tourism and community amenities. The proposed Baseball & Softball Complex, in partnership with Station Baseball, LLC, aims to create a Sports Resort Park featuring nine synthetic turf fields, including a championship field, designed for tournaments and Brazos Valley Bombers games. The project may also offer cabins, RV spaces, and recreational amenities to support visitors. With projected tournaments, the project could generate around $28 million annually in economic benefits through tourism and local spending. A non -binding LOI outlines key terms for a future Chapter 380 Economic Development Agreement, setting the stage for formal negotiations and feasibility assessments. If approved, the LOI would initiate a process where the Developer submits detailed documentation, including a business plan, financial statements, and an independent market study. This information will allow the City to assess the viability of the project before committing to any formal agreement. Key Proposed Terms: Land Incentives • 63-acre lease for Baseball & Softball Complex Site; option for 10-year extension if performance metrics are met. • 30-acre sale for hospitality amenities at $20,000 per acre. City Financial Incentives • Up to $20 million reimbursement for public -purpose improvements (fields, infrastructure, utilities). • 10-year property tax abatement for Baseball & Softball Complex improvements only. • Clawbacks for non-performance; no City funds for hospitality site. • City responsible for off -site utilities and roadway improvements. Developer Commitments • Raise $10—$20 million in equity and secure financing for $35—$50 million total project cost. • Responsible for cost overruns, operations, maintenance, and long-term capital replacements. CCM 022626 Minutes Page il�ge 35 of 1298 • Maintain a 12-month debt service reserve and ensure no more than $30 million debt on the Baseball & Softball Complex Site. Public Access & Community Benefits • Public access Monday -Friday during evening hours at rates comparable to City facilities. • City access on available weekends; Developer to provide a 6-12 month rolling calendar of events. • Construction of public trails, noise buffering, and dark -sky lighting standards. • Brazos Valley Bombers granted access to Championship Field for home games under a separate use agreement. Economic Impact • Developer to host approximately 30 tournaments annually within 3 years. • Estimated economic impact: $28 million annually (subject to market conditions). • Tournament hotel is required within College Station city limits Operations & Facility Management • Developer responsible for all daily operations, staffing, and maintenance. • Developer to prioritize tournament programming and maintain high facility standards. • City retains inspection rights to ensure compliance with maintenance requirements. Capital Responsibility • Developer responsible for maintaining a capital reserve fund. • City may contribute to future improvements at its discretion, subject to performance metrics. Next Steps • Council consideration of LOI approval as a framework for negotiations. • Developer to submit required documentation (business plan, financials, etc.) within 30 days. • Developer to submit required market study (approximately 90 days). • City to evaluate feasibility and negotiate definitive agreements, including Chapter 380 Economic Development Agreement. MOTION: Upon a motion made by Councilmember Mcllhaney and a second by Councilmember White, the City Council voted seven (7) for and none (0) opposed, to approve a Letter of Intent with The Station Baseball, LLC relating to a baseball and softball complex in Midtown Business Park. The motion carried unanimously. 10.3. Presentation, discussion, and possible action on Resolution No. 02-26-26-10.3 authorizine the City Manager to approve expenditures over $100,000 for maior tourism events that will stimulate the local economy. Bryan Woods, City Manager, explained that the current threshold for Council approval of expenditures is $100,000. While adequate for most tourism activities, larger events often exceed this limit Such events are vital for tourism promotion and economic growth, but the $100,000 cap can cause delays, and potentially risk missing opportunities. To be agile and able to act quickly, authorizing the City Manager to approve expenditures over $100,000 for urgent large-scale tourism events should be considered. If approved, this authority would be used only when quick action is required and will still be subject to City Council ratification. These expenditures, funded by the Hotel Occupancy Tax Fund, will be assessed for their return on investment and alignment with city goals. CCM 022626 Minutes Page lr2ge 36 of 1298 MOTION: Upon a motion made by Councilmember Shafer and a second by Councilmember Smith, the City Council voted seven (7) for and none (0) opposed, to approve Resolution No. 02-26-26-10.3 authorizing the City Manager to approve expenditures over $100,000 for major tourism events that will stimulate the local economy. The motion carried unanimously. 10.4. Presentation, discussion, and possible action regarding the appointment of a Zoning Board of Adjustments Board Chair. MOTION: Upon a motion made by Councilmember Wright and a second by Councilmember Smith, the City Council voted seven (7) for and none (0) opposed, appointed Justin Collins as Chairperson for the Zoning Board of Adjustments. The motion carried unanimously. 10. Items of Community Interest and Council Calendar: The Council may discuss upcoming events and receive reports from a Council Member or City Staff about items of community interest for which notice has not been given, including: expressions of thanks, congratulations or condolence; information regarding holiday schedules; honorary or salutary recognitions of a public official, public employee, or other citizen; reminders of upcoming events organized or sponsored by the City of College Station; information about a social, ceremonial or community event organized or sponsored by an entity other than the City of College Station that is scheduled to be attended by a Council Member, another city official or staff of the City of College Station; and announcements involving an imminent threat to the public health and safety of people in the City of College Station that has arisen after the posting of the agenda. Councilmember White provided an update regarding the College Station Parks Foundation's annual fundraiser, which is scheduled to take place on Sunday, March 1, 2026, at 3 p.m. at Wolf Pen Creek. Mayor Nichols announced that the Mexican Border Service Statue Dedication will take place on Saturday, February 28, 2026, at 10:30 a.m. at Veteran's Memorial Park. 11. Council Reports on Committees, Boards, and Commission: A Council Member may make a report regarding meetings of City Council boards and commissions or meetings of boards and committees on which a Council Member serves as a representative that have met since the last council meeting. (Committees listed in Coversheet) Councilmember White reported on Legislative Engagement Committee. Councilmember Yancy reported on the Interlocal Government Committee. 12. Future Agenda Items and Review of Standing List of Council Generated Future Agenda Items: A Council Member may make a request to City Council to place an item for which no notice has been given on a future agenda or may inquire about the status of an item on the standing list of council generated future agenda items. A Council Member's or City Staff s response to the request or inquiry will be limited to a statement of specific factual information related to the request or inquiry or the recitation of existing policy in response to the request or inquiry. Any deliberation of or decision about the subject of a request will be limited to a proposal to place the subject on the agenda for a subsequent meeting. No future items at this time. 13. Adjournment. CCM 022626 Minutes Page 3.3ge 37 of 1298 There being no further business, Mayor Nichols adjourned the meeting of the City Council at 10:07 p.m. on Thursday, February 26, 2026. John P. Nichols, Mayor ATTEST: Tanya Smith, City Secretary CCM 022626 Minutes Page 14'ge 38 of 1298 March 26, 2026 Item No. 7.2. Veterans Park Wayfinding Signage Design Contract Sponsor: Jennifer Cain, Director Capital Projects, Melissa Thomas Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on a design contract with The Arkitex Studio, Inc. for the Veterans Park Wayfinding Signage Design, not to exceed $146,200. Relationship to Strategic Goals: Core Services & Infrastructure Recommendation(s): Staff recommends approval. Summary: This project includes the design of wayfinding signage to be located throughout Veterans Park. This scope of wayfinding signage was identified as part of the Veterans Park Masterplan. The Arkitex Studio is the same design firm that did the concept design for the wayfinding signage as part of the Veterans Park Masterplan project associated with RFQ 22-051. Budget & Financial Summary: Budget for the Veterans Park Improvements project is $600,000 with $317,222 expended or committed to date, leaving $282,778 for this design. Additional Budget in the amount of $275,000 was granted as an SLA for the Parks Department for Wayfinding Signage at Veterans Park. This brings the remaining budget to $557,778 for this design contract and future expenses. Attachments: 1. Veterans Park Wayfinding Signage Location Map 2. Veterans Park Wayfinding Signage Design Contract Vendor Signed Page 39 of 1298 4)6 0 Yrleo Project Location -Pv o ly o Streets G? y _,y 5c�vP� 9L�2 O �-s�o ci‘rL -IN IN3 1'-s -57 NTUM 4 4 „0 ertera ns Pa rkfz\'' ti� vF \?9 Wayfinding Sing A p6-1?p Q 44, 0 470 940 szs 1,880 %P F N 2,820 Feet Faye LEu of I LSO CONTRACT & AGREEMENT ROUTING FORM CITY OF CO3 J J •:C E STATION How lima AdA! [Aioerny CONTRACT#: 26300383 PROJECT #: PK2200 BID/RFP/RFQ#: Project Name / Contract Description: Design of Wayfinding Signage at Veterans Park Name of Contractor: The Arkitex Studio, Inc. CONTRACT TOTAL VALUE: $ 146,200 Debarment Check n Yes n No n N/A Section 3 Plan Incl. Yes No N/A • NEW CONTRACT n RENEWAL # Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # OTHER No • • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) One proposal solicited from the team that did the concept design for the signage with the Veterans Park Masterplan project associated with RFQ 22-051 Budget for the Veterans Park Improvements project is $600,000, with $317,222 23 expended or committed to date, leaving $282,777.77 for this design Additional budget in the amount of $275,000 was granted as an SLA for the Parks Department for Wayfinding Signage at Veterans Park This brings the remaining budget to $557,777.77 for this design contract and future expenses. (If required)* CRC Approval Date*: N/A Council Approval Date*: 3.26.26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: WU Performance Bond: N/A Payment Bond: N/A Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO 14,1A, Q. Au.tSta LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED 3/10/2026 3/10/2026 3/10/2026 DATE DATE DATE DATE DATE DATE Page 41 of 1298 CITY OF COLLEGE STATION ARCHITECTS & ENGINEERING PROFESSIONAL SERVICES CONTRACT WITH CONSTRUCTION This Contract is between the City of College Station, a Texas home -rule municipal corporation, (the "City") and The Arkitex Studio, Inc., a Texas corporation (the "Consultant"), whereby the Consultant agrees to provide the City with certain professional services as described herein and the City agrees to pay the Consultant for those services. ARTICLE I SCOPE OF SERVICES 1.01 In consideration of the compensation stated in paragraph 2.01 below, the Consultant agrees to provide the City with the professional services as described in Exhibit "A", the Scope of Services, which is incorporated herein by reference for all purposes, and which services may be more generally described as follows (the "Project"): Design of Wayfinding Signage at Veterans Park and Athletic Complex ARTICLE II PAYMENT 2.01 In consideration of the Consultant's provision of the professional services in compliance with all terms and conditions of this Contract, the City shall pay the Consultant according to the terms set forth in Exhibit "B". Except in the event of a duly authorized change order, approved by the City as provided in this Contract, the total cost of all professional services provided under this Contract may not exceed One Hundred Forty -Six Thousand Two Hundred and 00/100 Dollars ($146,200.00 ). 2.02 Virtual Payment Method. For increased payment and financial information security, the Contractor must use the City's approved virtual payment card system or digital payment system for all payments, storing, and modifications of financial information used for City payments to the Contractor. Any related reasonable fees paid by the Contractor for use of the virtual payment card system or digital payment system may be passed through to the City. ARTICLE III TIME OF PERFORMANCE AND CONSTRUCTION COST 3.01 The Consultant shall perform all professional services necessary for the complete design and construction documentation of the Project within the times set forth below and in Section 3.02. Consultant expressly agrees that such times are as expeditious as is prudent considering the ordinary professional skill and care of a competent engineer or architect. Furthermore, the Consultant shall perform with the professional skill and care ordinarily provided by competent engineers or architects practicing in the same or similar locality and under the same or similar circumstances and professional license. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 1 Page 42 of 1298 (a) Conceptual Design: 21 calendar days after the authorization to commence planning. (b) Preliminary Design: 28 calendar days after authorization to commence PPD. (c) Final Design: 42 calendar days after authorization to commence final design. 3.02 All design work and other professional services provided under this Contract must be completed by the following date(s): July 2027 3.03 Time is of the essence of this Contract. The Consultant shall be prepared to provide the professional services in the most expedient and efficient manner possible and with adequate resources and manpower in order to complete the work by the times specified. Promptly after the execution of this Contract, the Consultant shall prepare and submit for the City to approve in writing, a detailed schedule for the performance of the Consultant's services to meet the City's project milestone dates, which are included in this Contract. The Consultant's schedule shall include allowances for periods of time required for the City's review and for approval of submissions by authorities having jurisdiction over the Project. The time limits established by this schedule over which Consultant has absolute control shall not be exceeded without written approval from the City. Consultant may request in writing an extension of the contract time due to delays beyond their control. In the event that a deadline provided in this Contract is not met by the Consultant, Consultant shall provide the City with a written narrative setting forth in a reasonable degree of detail a plan of recovery to overcome or mitigate the delay which may include (i) employing additional people, or (ii) accelerating the work by working longer hours on any portion of the Project that is deemed by the City to be behind schedule ("Recovery Plan"). With the City's approval, Consultant shall execute the Recovery Plan at no additional cost to the City. (a) Liquidated Damages. (1) The time for the completion of all Work described in this Agreement are reasonable times for the completion of each task by the agreed upon days or dates, taking into consideration all conditions, including but not limited to the usual industry conditions prevailing in this locality. The amount of liquidated damages for the Consultant's failure to meet contractual deadlines specifically set forth in the Consultant's scope of services and schedule are fixed and agreed on by the Consultant because of the impracticability and extreme difficulty in fixing and ascertaining the actual damages that the City would in such an event sustain. The amounts to be charged are agreed to be damages the City would sustain and shall be deducted by the City from current amounts owed to Consultant for payment or from final payment. (2) As a result of the difficulty in estimation, calculation and ascertainment of City's damages due to a failure of Consultant to achieve timely completion of the Work, if the Consultant should neglect, or fail, or refuse to complete the Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 2 Page 43 of 1298 Work within the times specified in the Consultant's scope of services and schedule, or any proper extension thereof granted by the City's Representative pursuant to this Agreement, then the Consultant does hereby agree as part of the consideration for the awarding of this Agreement that the City may permanently withhold from the Consultant's total compensation the sum of TWO HUNDRED FIFTY and 00/100 DOLLARS ($250.00) for each and every calendar day that the Consultant shall be in default after the time(s) stipulated completion of the task(s) in question, not as a penalty, but as liquidated damages for the breach of this Agreement. It being specifically understood that the assessment of liquidated damages may be made for any failure to meet any of the deadlines specified in the Consultant's scope of services and schedule for completion in this Agreement. 3.04 The Consultant's services consist of all of the services required to be performed by Consultant, Consultant's employees and Consultant's sub -consultants under the terms of this Contract. Such services include normal civil, structural, mechanical and electrical engineering services, plumbing, food service, acoustical and landscape services, and any other design services that are normally or customarily furnished and reasonably necessary for the Project. The Consultant shall contract and employ at its expense sub -consultants necessary for the design of the Project, and such sub -consultants shall be licensed as required by the State of Texas and approved in writing by the City. 3.05 The Consultant shall designate a principal of the firm reasonably satisfactory to the City who shall, for so long as acceptable to the City, be in charge of Consultant's services to be performed hereunder through to completion, and who shall be available for general consultation throughout the Project. Any replacement of that principal shall be approved in writing (which shall not be unreasonably withheld) by the City, prior to replacement. 3.06 Consultant shall be responsible for the coordination of its services with those of its subconsultants, the City, and the City's consultants, including the coordination of all drawings and design documents relating to Consultant's design and used on the Project, regardless of whether such drawings and documents are prepared by Consultant. Consultant shall be responsible for the completeness and accuracy of all drawings and specifications submitted by or through Consultant and for its compliance with all applicable codes, ordinances, regulations, laws and statutes. Upon receipt from the City, the Consultant shall review the services and information furnished by the City and the City's consultants for accuracy and completeness. The Consultant shall provide prompt written notice to the City if the Consultant becomes aware of any error, omission or inconsistency in such services or information. Once notice has been provided to the City, the Consultant shall not proceed without written instruction from the City to do so. 3.07 Consultant's evaluations of the City's project budget and the preliminary estimates of construction cost and detailed estimates of construction cost, represent the Consultant's best judgment as a design professional familiar with the construction industry. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 3 Page 44 of 1298 3.08 The construction budget for this Project, which is established as a condition of this Contract is $550,000.00_. This construction budget shall not be exceeded unless the amount is changed in writing by the City. ARTICLE IV CONCEPTUAL DESIGN 4.01 Upon the Consultant's receipt from the City of a letter of authorization to commence planning, the Consultant shall meet with the City for the purpose of determining the nature of the Project. The Consultant shall inquire in writing as to the information it believes the City may have in its possession that is necessary for the Consultant's performance. The City shall provide the information within its possession that it can make available to the Consultant. The City shall designate a representative to act as the contact person on behalf of the City. 4.02 The Consultant shall determine the City's needs with regard to the Project, including, but not limited to, tests, analyses, reports, site evaluations, needs surveys, comparisons with other municipal projects, review of budgetary constraints and other preliminary investigations necessary for the Project. Consultant shall verify the observable existing conditions of the Project and verify any existing as -built drawings. Consultant shall confirm that the Project can be designed and constructed within the time limits outlined in this Contract. Consultant shall prepare a detailed design phase schedule which includes all review and approval periods during the schematic design, design development and construction document phases. Consultant shall confirm that the Project can be designed and constructed for the dollar amount of the Project budget, if applicable. 4.03 The Consultant shall prepare a Conceptual Design that shall include schematic layouts, surveys, sketches and exhibits demonstrating the considerations involved in the Project. The Consultant shall consider environmentally responsible design alternatives, such as material choices and building orientation, together with other considerations based on program and aesthetics, in developing a design that is consistent with the City's Program, the Project Schedule and budget. The Consultant shall reach an understanding with the City regarding the requirements of the Project. The Conceptual Design shall contemplate compliance with all applicable laws, statutes, ordinances, codes and regulations. Upon the City's request, the Consultant shall meet with City staff and the City Council to make a presentation of its report. ARTICLE V PRELIMINARY DESIGN 5.01 The City shall direct the Consultant to commence work on the Preliminary Design by sending to the Consultant a letter of authorization to begin work on the Preliminary Design pursuant to this Contract. Upon receipt of the letter of authorization to commence Preliminary Design, the Consultant shall meet with the City for the purpose of determining the extent of any revisions to the Conceptual Design. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 4 Page 45 of 1298 5.02 The Consultant shall prepare the Preliminary Design of the Project, including, but not limited to, the preliminary drawings and specifications and other documents to fix and describe the size and character of the Project as to architectural, structural, mechanical and electrical systems, materials and such other elements as may be appropriate. The Consultant shall submit to the City a detailed estimate of the construction costs of the Project, based on current area, volume, or other unit costs. This estimate shall also indicate both the cost of each category of work involved in constructing the Project and the time required for construction of the Project from commencement to final completion. 5.03 Upon completion of the Preliminary Design of the Project, the Consultant shall so notify the City. Upon request the Consultant shall meet with the City staff and City Council to make a presentation of its Preliminary Design of the Project. The Consultant shall provide an explanation of the Preliminary Design, including any material changes and deviations that have taken place from the Conceptual Design, a cost estimate, and shall verify that, to the best of Consultant's belief, the Project requirements and construction can be completed within the Project budget and schedule. ARTICLE VI FINAL DESIGN 6.01 The City shall direct the Consultant to commence work on the Final Design of the Project by sending to the Consultant a letter of authorization to begin work on the Final Design phase of the Project. Upon receipt of the Letter of Authorization to proceed with Final Design of the Project, the Consultant shall immediately prepare the Final Design, including, but not limited to, the bid documents, contract, drawings, and specifications, to fix and describe the size and character of the Project as to structural, mechanical, and electrical systems, materials, and such other elements as may be appropriate. The Final Design of the Project shall comply with all applicable laws, statutes, ordinances, codes and regulations. 6.02 Notwithstanding the City's approval of the Final Design, the Consultant warrants that the Final Design will be sufficient and adequate to fulfill the purposes of the Project. 6.03 The Consultant shall prepare and separately seal the special provisions, the technical specifications, and bid proposal form(s) in conformance with the City's current pre -approved, "Standard Form of Construction Agreement" for the construction contract between the City and the construction contractor. The Consultant hereby agrees that no changes, modifications, supplementations, alterations, or deletions will be made to the City's standard form without the prior written approval of the City. 6.04 The Consultant shall provide the City with complete contract documents sufficient to be advertised for bids by the City. The contract documents shall include the design and specifications and other changes that are required to fulfill the purpose of the Project. Upon completion of the Final Design of the Project, with the submission of the complete contract documents, and upon request of the City, the Consultant shall meet with City staff and the City Council to present the Final Design of the Project. The Consultant shall provide an explanation of the Final Design, including identification of all material changes and deviations that have taken place from the Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 5 Page 46 of 1298 Preliminary Design Documents and a cost estimate. The Consultant shall verify that, to the best of Consultant's belief, the Project requirements and construction can be completed within the Project budget and schedule. ARTICLE VII BID PREPARATIONS & EVALUATION 7.01 The Consultant shall assist the City in advertising for and obtaining bids or negotiating proposals for the construction of the Project. Upon request, the Consultant shall meet with City staff and the City Council to present, and make recommendations on, the bids submitted for the construction of the Project. 7.02 The Consultant shall review the construction contractors' bids, including subcontractors, suppliers, and other persons required for completion of the Project. The Consultant shall evaluate each bid and provide these evaluations to the City along with a recommendation on each bid. If the lowest bid for the construction of the Project exceeds the final cost estimate set forth in the Final Design of the Project, then the Consultant, at its sole cost and expense, shall revise the construction documents so that the total construction costs of the Project will not exceed the final cost estimate contained in the Final Design of the Project. 7.03 Where substitutions are requested by a construction contractor, the Consultant shall review the substitution requested and shall recommend approval or disapproval of such substitutions. ARTICLE VIII CONSTRUCTION 8.01 The Consultant shall be a representative of, and shall advise and consult with, the City (1) during construction, and (2) at the City's direction from time to time during the correction, or warranty, period described in the construction contract. The Consultant shall have authority to act on behalf of the City only to the extent provided in this Contract unless modified by written instrument. 8.02 The Consultant shall make visits to the site, to inspect the progress and quality of the executed work of the construction contractor and its subcontractors and to determine if such work is proceeding in accordance with the contract documents. The minimum number of site visits and their frequency shall be established by the City and Consultant prior to commencement of construction. Consultant shall periodically review the as -built drawings for accuracy and completeness and shall report its findings to the City. 8.03 The Consultant shall keep the City informed of the progress and quality of the work. The Consultant shall employ the professional skill and care ordinarily provided by competent engineers or architects practicing in the same or similar locality and under the same or similar circumstances and professional license in discovering and promptly reporting to the City any defects or deficiencies in such work and shall disapprove or reject any work failing to conform to the contract documents. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 6 Page 47 of 1298 8.04 The Consultant shall review and approve shop drawings and samples, the results of tests and inspections, and other data that each construction contractor or subcontractor is required to provide. The Consultant's review and approval shall include a determination of whether the work complies with all applicable laws, statutes, ordinances and codes and a determination of whether the work, when completed, will be in compliance with the requirements of the contract documents. 8.05 The Consultant shall determine the acceptability of substitute materials and equipment that may be proposed by construction contractors or subcontractors. The Consultant shall also receive and review maintenance and operating instruction manuals, schedules, guarantees, and certificates of inspection, which are to be assembled by the construction contractor in accordance with the contract documents. 8.06 The Consultant shall issue all instructions of the City to the construction contractor as well as interpretations and clarifications of the contract documents pertaining to the performance of the work. Consultant shall interpret the contract documents and judge the performance thereunder by the contractor constructing the Project, and Consultant shall, within a reasonable time, render such interpretations and clarifications as it may deem necessary for the proper execution and progress of the work. Consultant shall receive no additional compensation for providing clarification of the drawings and specifications. 8.07 The Consultant shall review the amounts owing to the construction contractor and recommend to the City, in writing, payments to the construction contractor of such amounts. The Consultant's recommendation of payment, being based upon the Consultant's on -site inspections and its experience and qualifications as a design professional, shall constitute a recommendation by the Consultant to the City that the quality of such work is in accordance with the contract documents and that the work has progressed to the point reflected in Consultant's recommendation for payment. 8.08 Upon notification from the construction contractor that the Project is substantially complete, the Consultant shall conduct an inspection of the site to determine if the Project is substantially complete. The Consultant shall prepare a checklist of items that shall be completed prior to final acceptance. Upon notification by the construction contractor that the checklist items designated by the Consultant for completion have been completed, the Consultant shall inspect the Project to verify final completion. 8.09 The Consultant shall not be responsible for the work of the construction contractor or any of its subcontractors, except that the Consultant shall be responsible for the construction contractor's schedules or failure to carry out the work in accordance with the contract documents if such failures result from the Consultant's negligent acts or omissions. This provision shall not alter the Consultant's duties to the City arising from the performance of the Consultant's obligations under this Contract. 8.10 The Consultant shall conduct at least one on -site inspection during the warranty period and shall report to the City as to the continued acceptability of the work. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 7 Page 48 of 1298 8.11 The Consultant shall not execute change orders on behalf of the City or otherwise alter the financial scope of the Project without an advance, written authorization from the City. 8.12 The Consultant shall perform all of its duties under this Article VIII so as to not cause any delay in the progress of construction of the Project. 8.13 The Consultant shall assist the construction contractor and City in obtaining a Certificate of Occupancy by accompanying governing officials during inspections of the Project if requested to do so by the City. ARTICLE IX CHANGE ORDERS, DOCUMENTS & MATERIALS 9.01 No changes shall be made, nor will invoices for changes, alterations, modifications, deviations, or extra work or services be recognized or paid except upon the prior written order from authorized personnel of the City. The Consultant shall not execute change orders on behalf of the City or otherwise alter the financial scope of the Project. The schedules, milestones, timelines, and deadlines contained in this Agreement, the Scope of Services, and the Construction Schedule shall not be modified except by written change order. Additional days or changes to the number of days in the Construction Schedule shall also be by written change order. After a written change order is approved and fully executed by all parties, the Consultant shall submit an updated schedule that reflects changes authorized by approved change orders. 9.02 When the original contract amount plus all change orders is $100,000 or less, the City Manager or his delegate may approve the written change order provided the change order does not increase the total amount set forth in the contract to more than $100,000. For such contracts, when a change order results in a total contract amount that exceeds $100,000, the City Council must approve such change order prior to commencement of the services. 9.03 When the original contract amount plus all change orders is equal to or greater than $100,000, the City Manager or his delegate may approve the written change order provided the change order does not exceed $50,000 and provided the sum of all change orders does not exceed 25% of the original contract amount. For such contracts, when a change order exceeds $50,000 or when the sum of all change orders exceeds 25% of the original contract, the City Council must approve such change order prior to commencement of the services or work. Thereafter, any additional change orders exceeding $50,000 or any additional change orders totaling 25 percent following such council approval, must be approved by City Council. 9.04 Any request by the Consultant for an increase in the Scope of Services and an increase in the amount listed in paragraph two of this Contract shall be made and approved by the City prior to the Consultant providing such services or the right to payment for such additional services shall be waived. If there is a dispute between the Consultant and the City respecting any service provided or to be provided hereunder by the Consultant, including a dispute as to whether such service is additional to the Scope of Services included in this Contract, the Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 8 Page 49 of 1298 Consultant agrees to continue providing on a timely basis all services to be provided by the Consultant hereunder, including any service as to which there is a dispute. 9.05 The Consultant shall furnish the City with both electronic (PDF) and CAD file sets of all plans and specifications. The Consultant shall provide the City one (1) set of reproducible, mylar record drawings that clearly show all the changes made during the construction process, based upon the marked -up prints, drawings, and other data furnished by the construction contractor to the Consultant. The Consultant shall provide copies of Work Product including documents, computer files if available, surveys, notes, and tracings used or prepared by the Consultant. The foregoing documentation, the Consultant's Work Product, and other information in the Consultant's possession concerning the Project shall be the property of the City from the time of preparation. The Consultant shall furnish one set of digital files representing the final record drawings. ARTICLE X WARRANTY, INDEMNIFICATION & RELEASE 10.01 As an experienced and qualified design professional, the Consultant warrants that the information provided by the Consultant reflects the professional skill and care ordinarily provided by competent engineers or architects practicing in the same or similar locality and under the same or similar circumstances and professional license. The Consultant warrants that the design preparation of drawings, the designation or selection of materials and equipment, the selection and supervision of personnel, and the performance of all other services under this Contract are performed with the professional skill and care ordinarily provided by competent engineers or architects practicing in the same or similar locality and under the same or similar circumstances and professional license. Approval of the City shall not constitute, or be deemed, a release of the responsibility and liability of the Consultant, its employees, agents, or associates for the exercise of skill and diligence to promote the accuracy and competency of their Work Product or any other document, nor shall the City's approval be deemed to be the assumption of responsibility by the City for any defect or error in the aforesaid documents prepared by the Consultant, its employees, associates, agents, or subcontractors. 10.02 The Consultant shall promptly correct any defective Work Product, including designs or specifications, furnished by the Consultant at no cost to the City. The City's approval, acceptance, use of, or payment for, all or any part of the Consultant's services hereunder or of the Project itself shall in no way alter the Consultant's obligations or the City's rights hereunder. 10.03 In all activities or services performed hereunder, the Consultant is an independent contractor and not an agent or employee of the City. The Consultant and its employees are not the agents, servants, or employees of the City. As an independent contractor, the Consultant shall be responsible for the professional services and the final Work Product contemplated under this Contract. Except for materials furnished by the City, the Consultant shall supply all materials, equipment, and labor required for the professional services to be provided under this Contract. The Consultant shall have ultimate control over the execution of the services it is to provide under this Contract. The Consultant shall have the sole obligation to employ, direct, control, supervise, manage, discharge, and compensate all of its employees or subcontractors, and the City shall have Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 9 Page 50 of 1298 no control of or supervision over the employees of the Consultant or any of the Consultant's subcontractors. 10.04 The Consultant must at all times exercise reasonable precautions on behalf of, and be solely responsible for, the safety of its officers, employees, agents, subcontractors, licensees, and other persons, as well as its personal property, while in the vicinity of the Project or any of the work being done on or for the Project. It is expressly understood and agreed that the City shall not be liable or responsible for the negligence of the Consultant, its officers, employees, agents, subcontractors, invitees, licensees, and other persons. 10.05 Indemnity. (a) To the fullest extent permitted by law, Consultant agrees to indemnify and hold harmless the City, its Council members, officials, officers, agents, employees, and volunteers (separately and collectively referred to in this paragraph as "Indemnitee") from and against all claims, damages, losses and expenses (including but not limited to attorney's fees) arising out of or resulting from any negligent act, error or omission, intentional tort or willful misconduct, intellectual property infringement or including failure to pay a subconsultant, subcontractor, or supplier pursuant to this Contract by Consultant, its employees, subcontractors, subconsultants, or others for whom Consultant may be legally liable ("Consultant Parties"), but only to the extent caused in whole or in part by the Consultant Parties. IF THE CLAIMS, ETC. ARE CAUSED IN PART BY CONSULTANT PARTIES, AND ALSO IN PART BY THE NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY OR ALL OF THE INDEMNITEES OR ANY OTHER THIRD PARTY, THEN CONSULTANT SHALL ONLY INDEMNIFY ON A COMPARATIVE BASIS, AND ONLY FOR THE AMOUNT FOR WHICH CONSULTANT PARTIES ARE FOUND LIABLE AND NOT FOR ANY AMOUNT FOR WHICH ANY OR ALL INDEMNITEES OR OTHER THIRD PARTIES ARE LIABLE. (b) To the fullest extent permitted by law, Consultant agrees to defend the Indemnitees where the indemnifiable acts listed in Article 10 above occur outside the course of performance of professional services (i.e. non- professional services) and the claim is not based wholly or partly on the negligence of, fault of, or breach of contract by the governmental agency, the agency's agent, employee, or other entity over which the governmental agency exercises control, other than the Consultant or Consultant Parties. (c) Consultant shall procure liability insurance covering its obligations under this section. (d) It is mutually understood and agreed that the indemnification provided for in this section 10.05 shall indefinitely survive any expiration, completion or termination of this Contract. There shall be no additional indemnification Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 10 Page 51 of 1298 other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. 10.06 Release. The Consultant releases, relinquishes, and discharges the City, its Council members, officials, officers, agents, employees, and volunteers from all claims, demands, and causes of action of every kind and character, including the cost of defense thereof, for any injury to, sickness or death of the Consultant or its employees and any loss of or damage to any property of the Consultant or its employees that is caused by or alleged to be caused by, arises out of, or is in connection with the Consultant's work to be performed hereunder. Both the City and the Consultant expressly intend that this release shall apply regardless of whether said claims, demands, and causes of action are covered, in whole or in part, by insurance and in the event of injury, sickness, death, loss, or damage suffered by the Consultant or its employees, but not otherwise, this release shall apply regardless of whether such loss, damage, injury, or death was caused in whole or in part by the City, any other party released hereunder, the Consultant, or any third party. There shall be no additional release or hold harmless provision other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. 10.07 It is agreed with respect to any legal limitations now or hereafter in effect and affecting the validity or enforceability of the indemnification, release or other obligations under Paragraphs 10.05 and 10.06, such legal limitations are made a part of the obligations and shall operate to amend same to the minimum extent necessary to bring the provision(s) into conformity with the requirements of such limitations, and as so modified, the obligations set forth therein shall continue in full force and effect. ARTICLE XI INSURANCE 11.01 General. The Consultant shall procure and maintain at its sole cost and expense for the duration of this Contract insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, volunteers, employees or subcontractors. The policies, limits and endorsements required are as set forth on below. During the term of this Contract Consultant's insurance policies shall meet the minimum requirements of this section: 11.02 Types. Consultant shall have the following types of insurance: (a) Commercial General Liability. (b) Business Automobile Liability. (c) Workers' Compensation/Employer's Liability. (d) Professional Liability. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 11 Page 52 of 1298 11.03 Certificates of Insurance. For each of these policies, the Consultant's insurance coverage shall be primary insurance with respect to the City, its officials, agents, employees and volunteers. Any self-insurance or insurance policies maintained by the City, its officials, agents, employees and volunteers, shall be considered in excess of the Consultant's insurance and shall not contribute to it. No term or provision of the indemnification provided by the Consultant to the City pursuant to this Contract shall be construed or interpreted as limiting or otherwise affecting the terms of the insurance coverage. All Certificates of Insurance and endorsements shall be furnished to the City's Representative at the time of execution of this Contract, attached hereto as Exhibit C, and approved by the City before any letter of authorization to commence planning will issue or any work on the Project commences. 11.04 General Requirements Applicable to All Policies. The following General Requirements to all policies shall apply: (a) Only licensed insurance carriers authorized to do business in the State of Texas will be accepted. (b) Deductibles shall be listed on the Certificate of Insurance. (c) "Claims made" policies will not be accepted, except for Professional Liability insurance. (d) Coverage shall not be suspended, voided, canceled, or reduced in coverage or in limits of liability except after thirty (30) calendar days prior written notice has been given to the City of College Station. (e) The Certificates of Insurance shall be prepared and executed by the insurance carrier or its authorized agent on the most current State of Texas Department of Insurance -approved forms. 11.05 Commercial General Liability Requirements. The following Commercial General Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current A. M. Best Key Rating Guide. (b) Minimum Limit of $1,000,000 per occurrence for bodily injury and property damage with a $2,000,000 annual aggregate. (c) No coverage shall be excluded from the standard policy without notification of individual exclusions being attached for review and acceptance. (d) The coverage shall not exclude premises/operations; independent contracts, products/completed operations, contractual liability (insuring the indemnity provided herein), and where exposures exist, Explosion Collapse and Underground coverage. (e) The City shall be included as an additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. 11.06 Business Automobile Liability Requirements. The following Business Automobile Liability requirements shall apply: Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 12 Page 53 of 1298 (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current. A. M. Best Key Rating Guide. (b) Minimum Combined Single Limit of $1,000,000 per occurrence for bodily injury and property damage. (c) The Business Auto Policy must show Symbol 1 in the Covered Autos portion of the liability section in Item 2 of the declarations page. (d) The coverage shall include owned autos, leased or rented autos, non -owned autos, any autos and hired autos. (e) The City shall be included as an additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. 11.07 Workers' Compensation/Employers Liability Insurance Requirements. The following Workers' Compensation Insurance requirements shall apply; and the term "contractor" shall be construed to mean "consultant" as identified in this Contract: (a) Pursuant to the requirements set forth in Title 28, Section 110.110 of the Texas Administrative Code, all employees of the Consultant, the Consultant, all employees of any and all subcontractors, and all other persons providing services on the Project must be covered by a workers' compensation insurance policy: either directly through their employer's policy (the Consultant's, or subcontractor's policy) or through an executed coverage agreement on an approved Texas Department of Insurance Division of Workers Compensation (DWC) form. Accordingly, if a subcontractor does not have his or her own policy and a coverage agreement is used, Consultants and subcontractors must use that portion of the form whereby the hiring contractor agrees to provide coverage to the employees of the subcontractor. The portion of the form that would otherwise allow them not to provide coverage for the employees of an independent contractor may not be used. (b) The workers' compensation/Employer's Liability insurance shall include the following terms: i. Employer's Liability limits of $1,000,000 for each accident is required. ii. "Texas Waiver of Our Right to Recover From Others Endorsement, WC 42 03 04" shall be included in this policy. iii. Texas must appear in Item 3A of the Worker's Compensation coverage or Item 3C must contain the following: All States except those listed in Item 3A and the States of NV, ND, OH, WA, WV, and WY. (c) Pursuant to the explicit terms of Title 28, Section 110.110(c)(7) of the Texas Administrative Code, this Contract, the bid specifications, this Contract, and all subcontracts on this Project must include the terms and conditions set forth below, without any additional words or changes, except those required to accommodate the specific document in which they are contained or to impose stricter standards of documentation: i. Definitions: Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 13 Page 54 of 1298 Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the Division of Workers Compensation, or a coverage agreement (DWC-81, DWC-83, or DWC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractors" in § 406.096 [of the Texas Labor Code]) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. ii. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, that meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. iii. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. iv. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. v. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 1. a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. no later than seven calendar days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 14 Page 55 of 1298 during the duration of the project. vi. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. vii. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 calendar days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. viii. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Division of Workers Compensation, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. ix. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, that meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; 2. provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. obtain from each other person with whom it contracts, and provide to the Contractor: A. a certificate of coverage, prior to the other person beginning work on the project; and B. a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 5. retain all required certificates of coverage on file for the duration of the project and for one year thereafter; 6. notify the governmental entity in writing by certified mail or personal delivery, within 10 calendar days after the person knew or should have known, of any change that materially affects the Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 15 Page 56 of 1298 provision of coverage of any person providing services on the project; and 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. x. By signing this contract, or providing, or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the Commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. xi. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor that entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten calendar days after receipt of notice of breach from the governmental entity." 11.01 Professional Liability Requirements. The following Professional Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current A.M. Best Key Rating Guide. (b) Minimum of $1,000,000 per claim and $2,000,000 aggregate, with a maximum deductible of $100,000.00. Financial statements shall be furnished to the City of College Station when requested. Consultant must continuously maintain professional liability insurance with prior acts coverage for a minimum of two years after completion of the Project or termination of this Contract, as may be amended, whichever occurs later. Coverage under any renewal policy form shall include a retroactive date that precedes the earlier of the effective date of this Contract or the first performance of services for the Project. The purchase of an extended discovery period or an extended reporting period on this policy will not be sufficient to comply with the obligations hereunder. (d) Retroactive date must be shown on certificate. ARTICLE XII USE OF DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS (c) 12.01 Any and all drawings, specifications and other documents prepared, furnished, or both prepared and furnished by Consultant or any Subconsultant or other designer contracted under Consultant pursuant to this Contract (including, without limitation, the Construction Documents) Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 16 Page 57 of 1298 ("Work Product"), shall be the exclusive property of the City, whether the Project is completed or not. Upon completion or termination of this Contract, Consultant shall promptly deliver to the City all records, notes, data, memoranda, models, and equipment of any nature that are within Consultant's possession or control and that are the City's property or relate to the City or its business. The City shall be furnished and permitted to retain reproducible copies and electronic versions of Consultant's Work Product and related documents and information relating to the Project. 12.02 Consultant warrants to City that (i) Consultant has the full power and authority to enter into this Contract, (ii) Consultant has not previously assigned, transferred or otherwise encumbered the rights conveyed herein, (iii) Work Product is an original work of authorship created by Consultant's employees during the course of their employment by Consultant, and does not infringe on any copyright, patent, trademark, trade secret, contractual right, or any other proprietary right of any person or entity, (iv) Consultant has not published the Work Product (including any derivative works) or any portion thereof outside of the United States, and (v) to the best of the Consultant's knowledge, no other person or entity, except City, has any claim of any right, title, or interest in or to the Work Product. 12.03 Consultant shall not seek to invalidate, attack, or otherwise do anything either by act of omission or commission which might impair, violate, or infringe the title and rights assigned to City by Consultant in this Article 12 of the Contract. 12.04 The documents prepared by Consultant may be used as a prototype for other facilities by the City. The City may elect to use the Consultant to perform the site adaptation and other architectural or engineering services involved in reuse of the prototype. If so, the Consultant is obligated to perform the work for an additional compensation that will fairly compensate the Consultant and its sub -consultants only for the additional work involved. It is reasonable to expect that the fair additional compensation will be significantly less than the fee provided for under this Contract. If the City elects to employ a different architect or engineer to perform the site adaptation and other architectural or engineering services involved in reuse of the prototype, that architect or engineer will be entitled to use Consultant's sub -consultants on the same basis that Consultant would have been entitled to use them for the work on the reuse of the prototype, and such architect or engineer will be entitled, to the extent allowed by law, to duplicate the design and review and refer to the construction documents, approved shop drawings and calculations, and change order drawings in performing its work. The Consultant will not be responsible for errors and omissions of a subsequent architect or engineer. The Consultant shall commit its subconsultants to the terms of this subparagraph. The provisions of this section shall survive termination of this Contract. 12.05 In the event of termination of this Contract for any reason, the City shall receive all Work Product and original documents prepared to the date of termination and shall have the right to use those documents and any reproductions in any way necessary to complete the Project. 12.06 Only the details of the drawings relating to this Project may be used by the Consultant on other projects, but they shall not be used as a whole without written authorization by the City. The City -furnished forms, conditions, and other written documents shall not be used on other projects by the Consultant. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 17 Page 58 of 1298 ARTICLE XIII TERMINATION 13.01 The City may terminate this Contract at any time upon thirty (30) calendar days written notice. Upon the Consultant's receipt of such notice, the Consultant shall cease work immediately. The Consultant shall be compensated for the services satisfactorily performed prior to the termination date. 13.02 If, through any cause, the Consultant fails to fulfill its obligations under this Contract, or if the Consultant violates any of the agreements of this Contract, the City has the right to terminate this Contract by giving the Consultant five (5) calendar days written notice. The Consultant will be compensated for the services satisfactorily performed prior to the termination date. 13.03 No term or provision of this Contract shall be construed to relieve the Consultant of liability to the City for damages sustained by the City because of any breach of contract and/or negligence by the Consultant. The City may withhold payments to the Consultant for the purpose of setoff until the exact amount of damages due the City from the Consultant is determined and paid. ARTICLE XIV MISCELLANEOUS TERMS 14.01 This Contract has been made under and shall be governed by the laws of the State of Texas. The parties agree that performance and all matters related thereto shall be in Brazos County, Texas. 14.02 Notices shall be mailed to the addresses designated herein or as may be designated in writing by the parties from time to time and shall be deemed received when sent postage prepaid U.S. Mail to the following addresses: 14.03 Fraud Reporting. To reduce the risk of fraud and to protect the Contractor's financial information from fraud, the Contractor must report to the City in writing at VendorInvoiceEntrv@cstx.2ov if the Contractor reasonably suspects or knows if any of their financial information has been subject to fraudulent activity or suspected fraudulent activity. City of College Station The Arkitex Studio, Inc Attn: Melissa Thomas PO BOX 9960 1101 Texas Ave Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Attn: Mike S. Record 308 N. Bryan Avenue Bryan, Texas 77803 Page 18 Page 59 of 1298 College Station, TX 77842 979-821-2635 mthomas @cstx.gov msr@arkitex.com 14.03 No action or failure to act by the City shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. No waiver of any provision of the Contract shall be of any force or effect, unless such waiver is in writing, expressly stating to be a waiver of a specified provision of the Contract and is signed by the party to be bound thereby. In addition, no waiver by either party hereto of any term or condition of this Contract shall be deemed or construed to be a waiver of any other term or condition or subsequent waiver of the same term or condition and shall not in any way limit or waive that party's right thereafter to enforce or compel strict compliance with the Contract or any portion or provision or right under the Contract. 14.04 This Contract represents the entire and integrated contract between the City and the Consultant and supersedes all prior negotiations, representations, or contracts, either written or oral. This Contract may only be amended by written instrument approved and executed by the parties. 14.05 This Contract and all rights and obligations contained herein may not be assigned by the Consultant without the prior written approval of the City. 14.06 Invalidity. If any provision of this Contract shall be held to be invalid, illegal or unenforceable by a court or other tribunal of competent jurisdiction, the validity, legality, and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. The parties shall use their best efforts to replace the respective provision or provisions of this Contract with legal terms and conditions approximating the original intent of the parties. 14.07 Prioritization. Contractor and City agree that City is a political subdivision of the State of Texas and is thus subject to certain laws. Because of this there may be documents or portions thereof added by Contractor to this Contract as exhibits that conflict with such laws, or that conflict with the terms and conditions herein excluding the additions by Contractor. In either case, the applicable law or the applicable provision of this Contract excluding such conflicting addition by Contractor shall prevail. The parties understand this section comprises part of this Contract without necessity of additional consideration. 14.08 The Consultant, its agents, employees, and subconsultants must comply with all applicable federal and state laws, the charter and ordinances of the City of College Station, and with all applicable rules and regulations promulgated by local, state, and national boards, bureaus, and agencies. The Consultant must obtain all necessary permits and licenses required in completing the services required by this Contract. 14.09 The parties acknowledge that they have read, understood, and intend to be bound by the terms and conditions of this Contract. If there is a conflict between a provision in any documents provided by Consultant made a part of this Contract and any other provision in this Contract, the Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 19 Page 60 of 1298 latter controls. 14.10 This Contract goes into effect when duly approved by all the parties hereto. 14.11 Notice of Indemnification. City and Consultant hereby acknowledge and agree that this Contract contains certain indemnification obligations and covenants. 14.12 Verification No Boycott of Israel. To the extent this Contract is considered a contract for goods or services subject to §2270.002 Texas Government Code, Consultant verifies that it (i) does not boycott Israel and (ii) will not boycott Israel during the term of this Contract. 14.13 Verification No Boycott of Firearms. If this Contract is for goods and services subject to § 2274.002 Texas Government Code, Contractor verifies that it (i) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (ii) will not discriminate during the term of the contract against a firearm entity or firearm trade association; and 14.14 Verification No Boycott of Energy Companies. Subject to § 2274.002 Texas Government Code Consultant herein verifies that it (i) does not boycott energy companies; and (ii) will not boycott energy companies during the term of this Contract. 14.15 Force Majeure. Force majeure shall be any acts of God or the public enemy; compliance with any order, rule, regulation, decree, or request of any governmental authority or agency or person purporting to act therefore; acts of war, public disorder, rebellion, terrorism, or sabotage; floods, hurricanes, or other storms; strikes or labor disputes; or any other cause, whether or not of the class of kind specifically named or referred to herein, not within the reasonable control of the Party affected. A delay in or failure of performance of either Party shall not constitute a default hereunder nor be the basis for, or give rise to, any claim for damages, if and to the extent such delay or failure is cause by force majeure. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 20 Page 61 of 1298 List of Exhibits A. Scope of Services B. Payment Schedule C. Certificates of Insurance D. Design Schedule THE ARKITEX STUDIO, INC. CITY OF COLLEGE STATION By: I°t,cer1. By: City Manager Printed Name: Mike Record Date: Title: Principal Date: 3/10/2026 Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 APPROVED: City Attorney Date: 3/10/2026 Assistant City Manager/CFO Date: 3/10/2026 Page 21 Page 62 of 1298 EXHIBIT A SCOPE OF SERVICES Reference attached proposal as part of Exhibit A. Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 63 of 1298 PROPOSAL PROJECT: NEW WAYFINDING SIGNAGE FOR THE CITY OF COLLEGE STATION'S VETERANS PARK AND ATHLETIC COMPLEX Date: Tuesday, February 10, 2026 The Arkitex Studio, Inc. is pleased to offer this proposal for Architectural & Engineering services for this project. Based on our observations and previous conversations, the following information is provided for your review: Owner Parks and Recreation Department City of College Station 1000 KrenekTap Road College Station, TX 77840 Architect The Arkitex Studio, Inc 308 North Bryan Avenue Bryan, Texas 77803 Project Description The City of College Station will be upgrading the wayfinding signage at Veterans Park and Athletic Complex based on the 2025 Masterplan; attached for reference. This will include up to eleven (11) new roundabout signs, eleven (11) parking lot markers, eighteen (18) field marker signs, nine (9) field map signs, and thirteen (13) field marker signs on existing light poles based on the designs shown on pages 4, 6, 7, and 8 of the referenced mas- terplan document. It is noted that the City has requested one round of redesign of the graphics and language at the roundabout signs from the masterplan document. This work is included in this scope. Landscape and and irrigation design will be included at the roundabout signs, but no others. Scope of Services The Architect shall provide Architectural, Landscape Architecture, and Structural services, including Construction Documents, Bidding/Negotiation, Permit, and Construction Administration Services. Specifications will be pro- vided to accompany the construction drawings for use in defining the nature and quality of materials. One inter- im progress set will be provided for Owner review and approval prior to issuing the final sealed set. Written ap- proval of the work will be required prior to proceeding to the next phase. This proposal assumes a six (6) month construction schedule with bi-weekly site meetings for a total of twelve (12) site visits by The Arkitex Studio, four (4) site visits by Coleman & Associates, and two (2) visits from Dudley Engineering. The design work requires knowledge of the particular conditions of the selected site. This information will be included in a geotechnical investigation/report. The Arkitex Studio has solicited proposals for this work and in- cluded it as a line -item in this proposal. It was determined that a survey will not be required for the scope of this project and that the signs will be staked out in field for final placement approval during construction. Terms and Conditions Contract Architectural/Engineering services will be provided in accordance with the City of College Station's Architects & Engineering Professional Services Contract. Page 64 of 1298 tanrlarrl of f- The standard of care for architectural services provided under this agreement will be performed with the degree of skill and care ordinarily exercised by other members of the profession under similar circumstances, at the same time and in the same or a similar locale. We propose to provide architectural and engineering services for a fixed fee of $113,600. The fee includes land- scape architecture services by Coleman & Associates and structural engineering services by Dudley Engineering. The fee is divided into the following phases: Design/Documentation $67,400 Bidding/Negotiation/Permit $11,200 Contract Administration (CA) $35,000 Reimbursable expenses are not included in this amount and will be invoiced at 1.15 times their actual expense incurred. All expenses will be justified by provision of records or receipts. Reimbursable expenses may include prints/copies, Texas Accessibility Registration/Review/Inspection fees, mileage costs, and other items as ap- proved by the Owner. We propose a reimbursable allowance of $32,600 to include the following known and an- ticipated costs: Geotechnical Investigation/Report $12,650 (7 borings; 15'feet deep) Materials Testing $17,250 (anticipated; pending proposal at start of CA) TAS (registration/review/inspection) $1,700 (for OPCC $500,000-$999,999) Prints $1,000 The fees for additional Architectural services, if requested in writing, shall be based on the following hourly rates: Principal Architect $250; Project Architect $200; Project Manager $165; Project Staff $110; Project Intern $90; and Administrative $90. Hourly rates for consultants can be found on the attached page. No additional services will be performed or invoiced without written authorization. Signed, Approved Michael S. Record, AIA Melissa Thomas Principal Parks and Rec, City of College Station The Texas Board of Architectural Examiners has jurisdiction over individuals licensed under the Architect's Regis- tration Law, Texas Civil Statutes, Article 249A. The Texas Board of Architectural Examiners may be contacted us- ing the following information: P.O. Box 12337, Austin, TX 78711-7337, or 333 Guadalupe, Suite 2-350, Austin TX 78701-3942, phone 512-305-9000 or on the web at www.tbae.state.tx.us. Page 65 of 1298 HOURLY RATES Date: November 2025 The Arkitex Studio, Inc. hourly rates are as follows: Principal $250.00 Architect $200.00 Project Manager $165.00 Project Staff $110.00 Project Intern $ 90.00 Administrative Staff $ 90.00 Dudley Engineering hourly rates are as follows: Principal $350.00 Project Manager $280.00 Project Engineer $240.00 Drafter $210.00 Clerical $ 175.00 Coleman & Associates hourly rates are as follows: Partner Landscape Architect $160.00 Principal Landscape Architect $130.00 PM Landscape Architect $115.00 Landscape Designer III $105.00 Landscape Designer II $ 95.00 Landscape Designer I $ 85.00 CADD Draftsman $ 75.00 Graphics/Administrative $. 75.00 Arkitex8 v Studio 308 N. Bryan Avenue, Bryan, TX 77803 I www.arkitex.com 1979.821.2635 Page 66 of 1298 Friday, February 13, 2026 Melissa Thomas Project Manager, Capital Projects City of College Station P.O. Box 9960 College Station, TX 77842 Arkitex8 Studio Re: Veterans Park and Athletic Complex Wayfinding proposal breakdown Dear Melissa, Following is our breakdown of the design fee into hours by phase, by discipline, and by staff level. Hourly rate Hours/phase DESIGN AND DOCUMENTATION Architectural Principal in Charge 250 16 $4,000 Project Architect 200 89 $17,800 Project Manager 165 0 $0 Project Staff 110 20 $2,200 Projectlntern 90 0 $0 Administration 90 3 $270 Landscape Architect Partner Landscape Architect 160 22 $3,520 Principal Landscape Architect 130 16 $2,080 PM Landscape Architect 115 15 $1,725 Landscape Designer III 105 119 $12,495 Landscape Designer II 95 59 $5,605 Landscape Designer I 85 39 $3,315 CADD Draftsman 75 0 0 Graphics/Administrative 75 0 0 Structural Principal 350 10 $3,500 Project Manager 280 16 $4,480 Project Engineer 240 20 $4,800 Drafter 210 6 $1,260 Clerical 175 2 $350 $67,400 $24,270 $28,740 $14,390 BIDDING/NEGOTIATION/PERMIT $11,200 Architectural $4,450.00 Principal in Charge 250 5 $1,250 Project Architect 200 16 $3,200 Project Manager 165 0 $0 Project Staff 110 0 $0 Projectlntern 90 0 $0 308 N. Bryan Avenue, Bryan, TX 77803 I www.arkitex.com 1979.821.2635 Page 67 of 1298 Administration 90 0 $0 Landscape Architect Partner Landscape Architect 160 8 $1,280 Principal Landscape Architect 130 4 $520 PM Landscape Architect 115 0 $0 Landscape Designer III 105 30 $3,150 Landscape Designer II 95 10 $950 Landscape Designer 85 10 $850 CADD Draftsman 75 0 $0 Graphics/Administrative 75 0 $0 Structural Principal 350 0 $0 Project Manager 280 0 $0 Project Engineer 240 0 $0 Drafter 210 0 $0 Clerical 175 0 $0 $6,750 so CONTRACT ADMINISTRATION $35,000 Architectural $15,395 Principal in Charge 250 7 $1,750 Project Architect 200 63 $12,600 Project Manager 165 3 $495 Project Staff 110 5 $550 Project Intern 90 0 $0 Administration 90 0 $0 Landscape Architect Partner Landscape Architect 160 22.5 $3,600 Principal Landscape Architect 130 0 $0 PM Landscape Architect 115 0 $0 Landscape Designer III 105 60 $6,300 Landscape Designer II 95 20 $1,900 Landscape Designer I 85 20 $1,700 CADD Draftsman 75 0 $0 Graphics/Administrative 75 0 $0 Structural Principal 350 3 $1,050 Project Manager 280 14 $3,920 Project Engineer 240 4 $960 Drafter 210 0 $0 Clerical 175 1 $175 Total Design Fee is $113,600. Total allowance and reimbursable amount is $32,600 and includes the following: 308 N. Bryan Avenue, Bryan, TX 77803 I www.arkitex.com 1979.821.2635 $13,500 $6,105 Page 68 of 1298 Geotech (allowance) $12,650 Materials Testing (allowance) $17,250 TAS (reimbursable) $1,700 Prints (reimbursable) $1,000 Total not -to -exceed contract amount, including Design Fee, & Allowances/Reimbursables is $146,200 Should you have any questions or require additional information, please feel free to contact us. Sincerely, 'fiev?Zis‘v/ Michael S. Record Principal 308 N. Bryan Avenue, Bryan, TX 77803 I www.arkitex.com 1979.821.2635 Page 69 of 1298 f f' _• 1 -•.- r er CHAR,Lk:IS ftLJ), USA *J OMAS 1-1A!NtiES EDWARDS, USN * LAIER THOMAS -F DIN kt,0 S, RSNUS7A‘FIP Ni13191-1-(:1$ KEITH HAINES, USIA*biVirlD df-:1 :11.sii ES, SR GAVES HAI N I USA * LEE ALAN 11A \ {`Fr.S URIC% R G 1-1 A4i!'NNIss.JuRs'Au*Goi USA *EDW4RD 'UVARD PUNACE.K.J Kimley>» Expect More. Experience Better. COLEMAN & ASSOCIATES VETERANS PARKAND ATHLETIC COMPLEX IN College Station, TX A dal C y 1 _ I .I�� •L 0 1 ti . I. '7 lily. f�.•..� •T y I + till - ' 1 :: :: : 1.: In ..' '1:: !'l 1 ': !.. 4 7'":A:Ilik st. -t. : 'M-. y� :: ' I 'L'LSi tl ",OS clirili 1 I-1(..--k :11 I - . . ',--.. t '1.i' :01. 1,L1'111514. 11.1, � ti ti��,. �� ;i� �'0. �","��4 d 4y "s , , • i !. ��� ! L• , �'�' �� :Ili - �i'3 I' i', 4 y' "1. C[I I `• l Si� * - �. I 4�1, ��'I• �� LI�L+4, 11�"11 �L 4 L'I 1 r - � � '.+ �'•� � � tij+ • I t 1 4. 1.4 ��� �� ���.� 1. �� "R1� 11 � �S�� t. CS �. � I,�ti .'':{ Z.A. 'il�q `'f�yJ L -1F A �' A i . l , SIC T r !TAR') j E,, r■;, .�_ jib `�� j119 •' L �� F � L. 1 �Ts� i sT[+J 1 � � .,� ���L fL - •l•' I1 �YL 1 �1 �1 , IY�� •y, ��y � ��r s'L pp 05.22.2025 PG. 1 OF 13 Page 70 of 1298 t Ilor OP 4°. lir IL VE )pow. • FUTURE DETENTION POND FUTURE I BASEBALL FIELDS FUTURE DETENTION POND l EXISTING DETENTION POND VETERANS PARK AND ATHLETIC COMPLEX College Station, TX TTr' LEGEND ATHLETIC COMPLEX & FIELD IMPROVEMENTS AREA EAST/WEST PLAYGROUND UPDATES REF. PG 3 SCREENING IMPROVEMENTS AT (2) UTILITY AREAS REF. PG 3 (3) ROUNDABOUT IMPROVEMENTS: OPTION 1: REPLACE CURB W/ ROLL CURB & ADD WAYFINDING SIGNAGE. OPTION 2: WIDEN ROUNDABOUT APRON, REMOVE WALLS, REPLANT & ADD WAYFINDING SIGNAGE REF. PG 4 PLANT NEW STREET TREES @ 40' O.C. REF. PG 4 LANDSCAPE & HARDSCAPE IMPROVEMENTS REF. PG 5 WAYFINDING SIGNAGE, FIELD IDENTIFICATION PLAN & SHADE STRUCTURE REF. PG 6-8 OVERALL SITE IMPROVEMENTS REF. PG 9 - - - 8 - MUSCO COBRA LIGHTING AT AMERICAN MILE REF. PG 9 ■■■ 9 10 L� RESET DATE/EVENT PAVERS AT VETERANS LOOP & AMERICAN MILE REF. PG 9 PARKING/CURB MODIFICATIONS REF. PG 10 PERIMETER FENCING REF. PG 11 MONUMENT SIGN LOCATIONS, ELEVATIONS, DETAIL, & MILITARY LOGO COLUMNS REF. PG 12-13 POTENTIAL LOCATION OF LOST LAWMAN MEMORIAL FEMA'S REGULATORY FLOODWAY PILOT CHANNEL TO IMPROVE SITE DRAINAGE, REF. PG.....5 & 9 i CONNECT WALKWAYS TO PUBLIC ROW NORTH 05.22.2025 PG. 2 OF 13 0 200 400 SCALE: 1"=200-0" Kimley» Horn Expect More. Experience Better. COLEMAN &ASSOCIATES Page 71 of 1298 EAST/WEST PLAYGROUND UPDATES (REF. PAGE 5 FOR WEST PLAYGROUND LOCATION) EAST PLAYGROUND o LEGEND U r-5 MUSICAL ELEMENTS NEW PLANTING, TYP. NEW SHADE TREES, TYP. VERIFY UNDERGROUND UTILITIES. NO TREES SHOULD BE PLANTED LESS THAN 5' AWAY FROM A UTILITY LINE. NEW TYKE TRACK AROUND PLAYSCAPE REVEGETATE AREA USE EXIST. CONDUIT AT PLAYGROUND AREA TO INSTALL EXIST. LIGHT FIXTURES (STORED INSIDE RESTROOM) PROVIDE POSITIVE DRAINAGE IN ALL DIRECTIONS AT NEW AND EXISTING SIDEWALKS 0 NORTH 20 40 SCALE: 1"=20-0" ADD CONNECTION TO MUSICAL ELEMENTS & REVEGETATE AREA SCREENING IMPROVEMENTS AT (2) UTILITY AREAS (REF. PAGE 2FOR WEST PLAYGROUND LOCATION) LEGEND SCREEN UTILITIES (EAST AREA) PER COLLEGE STATION UTILITY (CSU) TRANSFORMER SCREENING/MECHANICAL YARD REQUIREMENTS REVEGETATE AREA NEW TYKE TRACK AROUND PLAYSCAPE, SEE ABOVE 0 NORTH VETERANS PARK AND ATHLETIC COMPLEX College Station, TX 20 40 SCALE: 1"=20-0" ADD NEW TYKE TRACK AROUND PLAYGROUND & NEW PLANTING BEDS WITH SHADE TREES. VERIFY UNDERGROUND UTILITIES. TREES TO BE PLANTED A MIN. OF 5' FEET AWAY FROM UTILITY LINES. NEW UTILITY SCREEN WITH TALL SHRUB PLANTINGS OR AS REQUIRED BY CSU 05.22.2025 PG. 3 OF 13 Kimley»> Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Page 72 of 1298 ROUNDABOUT IMPROVEMENTS '11Pft• OPTION 1: REPLACE CURB W/ ROLL CURB & ADD WAYFINDING SIGNAGE. OPTION 2: WIDEN ROUNDABOUT APRON, REMOVE WALLS, REPLANT & ADD WAYFINDING SIGNAGE NEW STREET TREES VETERANS PARK AND ATHLETIC COMPLEX WIDEN ROUNDABOUT APRON (8' WIDE) • ADD WAYFINDING SIGNAGE, TYP. REF. SHEET 7 LS, REPLANT, &ADD GRAVEL (LOW MAINTENANCE) LEGEND GRADING IMPROVEMENTS TO EXIST. CULVERT Lji NEW SHADE TREES, PLANTED 40' O.0 ,TYP. VERIFY UNDERGROUND UTILITIES. NO TREES SHOULD BE PLANTED LESS THAN 5' AWAY FROM A UTILITY LINE. UPDATED ROUNDABOUT, SEE ABOVE REVEGETATE AREA PILOT CHANNEL NORTH 0 50 100 SCALE: 1"=50-0" NEW STREET TREES ALONG VETERANS PARKWAY College Station, TX 05.22.2025 PG. 4 OF 13 Kimley>» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES rkitex tudio Page 73 of 1298 LANDSCAPE & HARDSCAPE IMPROVEMENTS iiiiii\ 1 / \y/ \\) N x'k c)) y � .Q ‘<<,. • 1 4 REFACE + RECAP + RE -PLANT PLANTERS. RESET CAP WITH SKATE STOPS ir"*.411TRIrm- SHADE STRUCTURE AT BUS STOP REMOVE ALL PLANT MATERIAL WITHIN 2FT FROM THE EDGE OF THE PLANTER. WATERPROOF (LIQUID APPLICATION) BELOW COPING ALL THE WAY TO THE FOOTING OF PLANTER. SEAL AND RE -PLANT PLANTERS. VETERANS PARK AND ATHLETIC COMPLEX College Station, TX 1 i:y�.M1; r1.7 ti t J` . •qg L • f• xl •• LEGEND UPDATE BRIDGE SURFACE WITH TREX DECKING 05.22.2025 PG. 5 OF 13 LIU REPLACE PLANTER & ADD SKATE STOPS TO PLANTER CAP. REPAINT SHADE STRUCTURE REPLACE BRIDGE SURFACING WITH SHELBY COMPOSITE DECKING OR MORE DURABLE MATERIAL ADD INLETS AND RE -GRADE RE -GRADE SWALE UPDATED PLANTING, REF. PG. 3 TYKE TRACK AT WEST PLAYSCAPE, REF. PG. 3 UTILITY SCREENING, REF. PG. 3 NORTH 50 100 SCALE: I"=50-0" Kimley>» Horn Expect More. Experience Better. rite tudiD COLEMAN & ASSOCIATES Page 74 of 1298 WAYFINDING SIGNAGE, FIELD IDENTIFICATION PLAN, & SHADE STRUCTURES INCREASE SIZE OF FIELD IDENTIFICATION NUMERICAL SIGNS, REF. SHEET 8 INCREASE SIZE OF SIGN DISPLAYING FIELD NAMES, REF. SHEET 8 VETERANS PARK AND ATHLETIC COMPLEX LEGEND INCREASE SIZE OF FIELD IDENTIFICATION NUMERICAL SIGNS, REF. SHEET 8 INCREASE SIZE OF FIELD NAME SIGNS, REF. SHEET 8 REDO WAYFINDING SIGNS: LOCATION & LARGER SIZE, REF. SHEET 7 & 8 0 STANDARD 14'X20' SINGLE FULL CANTILEVERED SHADE CANOPY STANDARD 28'X20' DOUBLE BACK-TO-BACK FULL CANTILEVERED CANOPY 0 EXISTING SHADE CANOPY 0 200 400 NORTH SCALE: 1"=200-0" , . - • I ,_-_- -7 \ ,- 0 USA SHADE, SINGLE FULL CANTILEVER USA SHADE, DOUBLE FULL COLOR: TBD BY OWNER CANTILEVER, COLOR: TBD BY OWNER 411.1.1.1 VETERANS PART ATHLETIC COMPLEX ri a 0 COAST GUARD —Z1-1 INCREASE SIZE OF FONT & WAYFINDING SIGNS. ADD SIGNS AS SHOWN ON PLAN & SHEET 7 & 8 Kimley» Horn 1 � Arkitex v College Station, TX 05.22.2025 PG. 6 OF 13 Expect More. Experience Better. COLEMAN & ASSOCIATES Page 75 of 1298 6ILvER IaT L c'AtEL Yl1TH CITY C:F COLLECTE :T,u}{ L. EIREFIvIE P ET4L PAWL_ 4ti':TN 'M-IITE LETTE 4. art UkDISit LIhSTO►E O WAYFINDING SIGNAGE TYPES & FIELD IDENTIFICATION i' ATHLETIC FIELDS 1-6 111 BRAZOSVALLEY VETERANS MEMORIAL It SOFTBALL FIELDS 1-5 + AMERICAN PAVILION + ATHLETIC FIELDS 7-13 ROUNDABOUTWAYFINDING SIGNS (EXAMPLE) REF. SHEET 4 FOR SIGN LOCATIONS UNDER ROUNDABOUT IMPROVEMENTS SCALE: I" = 1'-0" FAIrefan LOT MARKER 916TO F.4a TRAFFIC Ott MAN OftlyE RED, 4I1TE, CR ALE hETAL PANEL W1T1.1 $ 1E LETTERS OJT L EEEPrii LIIrESTONE WALL TYP. -- •_� �.. SCALE: I" = I'-0" PARKING LOT MARKER SIGN (DOUBLE SIDED) VETERANS PARK AND ATHLETIC COMPLEX F LOT MAR $4CI I TO FACE ?RAMC ON hlAti DRIVE RED, yil• I1E, Eq.LE LETA. PANEL WM-I 114L1E LEVERS ARKING 7-13 \1 ATHLETIC FIELDS/ CUT LlieE5TONE WALL. TTI . LIST TYP. LEGEND O ROUNDABOUTWAYFINDING SIGNS PARKING LOT MARKER SIGNS • • SOFTBALL FIELDS • . .... • ATHLETIC FIELDS . .... • ATHLETIC FIELDS . ...h. IllPARKING SOFTBALL FIELDS 1-5 PARKING ATHLETIC FIELDS 7-13 PARKING ATHLETIC FIELDS 1-6 0 200 400 NORTH SCALE: I"=200-0" +N+',li LOT TO FACE TRAFFIC MMUI DR1vE WD,101-111E, OR BUIE ItTAL PAMI_ WITI-I w14ITE LETIEIS PARKING 1-6 ATHLETIC FIELDS SCALE: I" = I'-0" SCALE: I" = I'-0" PARKING LOT MARKER SIGN (DOUBLE SIDED) PARKING LOT MARKER SIGN (DOUBLE SIDED) AIL College Station, TX 05.22.2025 PG. 7 OF 13 Kimley>» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES rkitex tudio Page 76 of 1298 6 WAYFINDING SIGNAGE TYPES & FIELD IDENTIFICATION (CONT'D) 3 FIELD MARKER SIGNS (EXAMPLE) SCALE: I" = I'-0" ERIMZE PAL 1 u1TI1 SM-IITE LET L A LI RS LIVE$1PULL, .P. NTS 4 FIELD MARKER SIGNS AT LIGHT POLES 5 FIELD MAPS VETERANS PARK AND ATHLETIC COMPLEX College Station, TX } icy �� •Rr f -�'} ----.1 4 .�.- SCALE: I" = I'-0" LEGEND 4 FIELD MARKER SIGNS (ADJACENT TO BLEACHERS) FIELD MARKER SIGNS AT LIGHT POLES FIELD MAPS (FIELD FIT ALONG SIDEWALKS ADJACENT TO PARKING LOTS) PARKING LOT IDENTIFIER .... • SOFTBALL FIELDS . .... ATHLETIC FIELDS .... • ... ATHLETIC FIELDS PARKING SOFTBALL FIELDS 1-5 PARKING ATHLETIC FIELDS 7-13 PARKING ATHLETIC FIELDS 1-6 0 200 400 NORTH SCALE: 1"=200-0" 05.22.2025 I PG. 8 of 13 Kimley» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Page 77 of 1298 OVERALL SITE IMPROVEMENTS NEW LANDSCAPE AREAS AT PETRIFIED WOOD LOCATIONS TO PROVIDE EASIER MAINTENANCE, TYP. 8 LIGHTINGATAMERICAN MI 0 NORTH 200 RESET DATE/EVENT PAVER LEGEND REVEGETATE AREAS AROUND SITE LANDSCAPE IMPROVEMENTS AROUND ATHLETIC COMPLEX PARKING AREA AND FIELDS KEYSTONE, COBRA LIGHTING ATAMERICAN MILE PILOT CHANNEL (CONCRETE FLUME) RESET DATE/EVENT PAVERS - REMOVE PAVERS, POUR RECESSED CONCRETE BASE DOWELLED INTO ADJACENT PAVING, RESET PAVERS IN SHALLOW SAND BED OVER CONCRETE BASE TO SIT FLUSH WITH WALKWAY MARK LOT IDENTIFICATION 400 SCALE: 1"=200-0" COBRA LIGHT, BY KEYSTONE TECH (KT-ALED140-M1-X-NM-8XX-VDIM) NEW LANDSCAPE AREAS AROUND BOULDERS WITH STEEL EDGE, TYP. VETERANS PARK AND ATHLETIC COMPLEX College Station, TX EXISTING CONDITIONS REVEGETATE AREAS ALONG WALKWAYS , TYP. REVEGETATE AREAS AROUND ATHLETIC COMPLEX AMENITIES 05.22.2025 PG. 9 OF 13 KimIey» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Page 78 of 1298 PARKING/CURB MODIFICATIONS VETERANS PARK AND ATHLETIC COMPLEX College Station, TX LEGEND r4 A REVISE ROUNDABOUT WITH INCREASED APRON AND MOUNTABLE CURB (REF. SHEET 4 FOR MORE OPTIONS). ELIMINATE (1) PARKING SPACE AND ADJUST SIDEWALK OFF OF BACK OF CURB AT CROSS WALK INCREASE CURB RADIUS ADD CROSS WALK STRIPES PARKING LOT IDENTIFIER 0 NORTH 20 40 SCALE: 1"=20-0" O5.22.2O25PG.1OOF13 Kimley»> Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Page 79 of 1298 • PERIMETER FENCING VETERANS PARK AND ATHLETIC COMPLEX 0 NORTH 200 400 SCALE: 1"=200-0" TABLE OF CONTENTS 0 B MILITARY LOGO COLUMNS REF. PG 12 MONUMENT SIGN AT UNIVERSITY DRIVE REF. PG 13 MONUMENT SIGN AT HARVEY ROAD REF. PG 13 D- AMERISTAR MONTAGE II FENCE WITH LEUDER LIMESTONE COLUMNS EVERY 150' O.C. AMERISTAR MONTAGE II FENCE LUEDER LIMESTONE COLUMNS WITH 4" CAP (FLUSH) College Station, TX O5.22.2O25PG.11OF13 Kimley>» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Arkitex tudio Page 80 of 1298 ot) MONUMENT SIGN LOCATIONS, ELEVATIONS, & MILITARY LOGO COLUMNS AMERISTAR MONTAGE II FENCE WITH LUEDER LIMESTONE COLUMNS EVERY 150' O.C., TYP. VEHICULAR GATE 1 DOUBLE -SIDED MARINE�NAVY AIR CORPS �f MILITARY LOGO COLUMNS, EVERY 40' O.C., AND MIN. 5' t, AWAY FROM BACK 7• OF CURB, TYP. MONUMENT SIGN, SEE SHEET 4 \../\:) 1 I SPACE FORCE COAST GUARD SCALE: 1"=40-0" DOUBLE -SIDED MONUMENT SIGN ALONG UNIVERSITY DRIVE REF. SHEET 13 FOR SIGN DETAIL 150' O.C. lashibt- TIT,TF-_. MILITARY LOGO COLUMNS, EVERY 40'O.C.,AND MIN.5 AWAY FROM BACK OF CURB, TYP. ■ • COAST) SPACE AIR GUARD FORCE FORCE DOUBLE -SIDED MONUMENT SIGN NAVY =_-_M ,4�Nf NEi -" Y_ CORPS --___ AMERISTAR MONTAGE II FENCE WITH LUEDER LIMESTONE COLUMNS EVERY 150' O.C., TYP. I O 0 VEHICULAR GATE ti 1 Ih SCALE: h"=40-0" DOUBLE -SIDED MONUMENT SIGN ALONG HARVEY ROAD REF. SHEET 13 FOR SIGN DETAIL MILITARY LOGO COLUMNS SPACED OUT EVERY 40' O.C. VEHICULAR GATE —\t ELEVATION FACING VETERANS PARK AND ATHLETIC COMPLEX FROM UNIVERSITY DRIVE 150' O.C. 1.11 II II 7177 / LUEDER LIMESTONE COLUMNS (SPACED OUT EVERY 150' O.C. ) WITH AMERISTAR MONTAGE II FENCE, TYP. III II. 1111 DOUBLE -SIDED MONUMENT SIGN, REF. SHEET4 DOUBLE -SIDED 7 MONUMENT SIGN, REF. SHEET4 ELEVATION FACING VETERANS PARK AND ATHLETIC COMPLEX FROM HARVEY ROAD VEHICULAR GATE VETERANS PARK AND ATHLETIC COMPLEX College Station, TX 40' O.C. / MILITARY LOGO COLUMNS SPACED OUT / EVERY 40' O.C. 177 1 ARMY AIR FORCE 1 EIACWE her, 'PANEL WITH MILITARY LOGO5 CUT OIlr, i r . aET LIl1E5T {E Yam, Tfi'P. MARINE CORPS SPACE FORCE ATTACH LIED FIZIP TidE 15 NEILL. PAL FOR IiILIT' LACZIS TO a -OW UP MILITARY LOGO COLUMNS WITH 6" OF EXPOSED CONCRETE FOOTING - METAL CUTOUTS ON LIMESTONE VENEER WALL 150' O.C. 11 111 1 150' O.C. LLJEDER LIMESTONE COLUMNS (SPACED OUT EVERY 150' O.C. ) WITH AMERISTAR MONTAGE II FENCE, TYP. SCALE: NTS 05.22.2025 PG. 12 OF 13 NAVY COAST GUARD SCALE: I/2"=1'-0" SCALE: NTS Kimley>» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Page 81 of 1298 DOUBLE -SIDED MONUMENT SIGN DETAIL rir A DOUBLE -SIDED ENTRY MONUMENT SIGN r-1 tri r r •4 CITY OF COLLEGE STATION VETERANS PARK AND ATHLETIC COMPLEX f r_ze' BIRONLIE METAL PAte. VfilH SILVER LETTERS_ CUT LUEDER LIMEVONE WALL, TY_ CONCRETE KCMG SCALE: I" = I'-0" College Station, TX 05.22.2025 1 PG. 13 OF 13 Kimley» Horn Expect More. Experience Better. COLEMAN & ASSOCIATES Page 82 of 1298 EXHIBIT B PAYMENT TERMS Compensation is based on actual hours of work/time devoted to providing the described professional services. The Consultant will be paid at a rate of $ See Attached per hour, or at the rates per service or employee shown below. The City will reimburse the Consultant for actual, non -salary expenses at the rate of Zero percent (0 %) above the Consultant's actual costs, or at the rates set forth below. Unless amended by a duly authorized written change order, the total payment for all invoices on this job, including both salary and non -salary expenses, shall not exceed the amount set forth in paragraph 2.01 of this Contract: ($146,200.00). The Consultant must submit monthly invoices to the City, accompanied by an explanation of charges, professional fees, services, and expenses. The City will pay such invoices according to its normal payment procedures. Schedule of Payment for each phase: AE Design of Wayfinding Signage - $113,600 Allowances/Reimbursable Expenses (Geotechnical, CMT, TAS, Prints) - $32,600 Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 83 of 1298 EXHIBIT C CERTIFICATE(S) OF INSURANCE Contract No.26300383 A&E Professional Services with Construction Form 04-06-2023 Page 84 of 1298 ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 03/05/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I CONTACT Lance Snider NAME: StateFarm Lance Snider State Farm Agency I (A"CON . EXf : 979-703-1011 (A/C. No). 979-703-1104 0 00 INSURED 3608 East 29th St., Suite 112 Bryan, TX 77802 THE ARKITEX STUDIO INC 308 N BRYAN AVE BRYAN, TX 77803 I EDDRILSS: lance@agentsnider.com INSURER A : INSURER B : I INSURER C : I INSURER D : I INSURER E : I INSURER F : INSURER(S) AFFORDING COVERAGE State Farm and Casualty Company NAIC # 25143 State Farm Mutual Automobile Insurance Company 25178 COVERAGES CERTIFICATE NUMBER: 01 REVISION NUMBER: 03 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXPSDLIMITS LTR INWVD POLICY NUMBER (MM/DD/YYYY1 (MM/DD/YYYYI X COMMERCIAL GENERAL LIABILITY A CLAIMS -MADE X OCCUR GEN'L AGGREGATE LIMIT APPLIES PER POLICY X PRO- LOC JECT OTHER AUTOMOBILE LIABILITY XANY AUTO A OWNED AUTOS ONLY HIRED AUTOS ONLY XUMBRELLA LIAB B EXCESS LIAR SCHEDULED AUTOS NON -OWNED AUTOS ONLY X X X 90-63-3298-5 06/22/2024 06/22/2026 X X 90-63-3298-5 06/22/2024 06/22/2026 OCCUR CLAIMS -MADE X X 90-CS-W652-5 DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE B OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N 06/09/2024 06/09/2026 N / A X 90-G3-B741-6 04/30/2024 04/30/2027 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE X EL EL EL PER OTH- STATUTE ER EACH ACCIDENT DISEASE - EA EMPLOYEE DISEASE - POLICY LIMIT $ 1,000,000 300,000 5,000 1,000,000 2,000,000 2,000,000 1,000,000 5,000,000 5,000,000 $ 1,000,000 $ 1,000,000 $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The City shall be included as additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. CERTIFICATE HOLDER City of College Station PO BOX 9960 College Station, TX 77842 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ,00, Page885 of 12 Client#: 153720 ARKITSTU ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 3/4/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Amanda Carter NAME: USI Insurance Services, LLC I PHONE 713 490-4600 FAX 713-490-4700 (A/C, No, Ext): (A/C, No): 9811 Katy Freeway, Suite 500 E-MAILDDSS: amanda.carter@usi.com Houston, TX 77024 INSURER(S) AFFORDING COVERAGE NAIC # 713 490-4600 INSURER A : Aspen American Insurance Company 43460 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP WLIMITS LTR INSR VD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE O(Ea RENTED $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ INSURED The Arkitex Studio Inc 308 North Bryan Ave Bryan, TX 77803 GEN'L AGGREGATE LIMIT APPLIES PER- PRO - POLICY JECT OTHER AUTOMOBILE LIABILITY LOC ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY a AUTOS ONLY UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below A Professional Liability N/A AAAE30062303 02/26/2026 02/26/2027 GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) EACH OCCURRENCE $ AGGREGATE $ PER OTH- STATUTE ER E L EACH ACCIDENT $ E L DISEASE - EA EMPLOYEE $ E L DISEASE - POLICY LIMIT $ $1,000,000 per claim $2,000,000 annl aggr. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION City of College Station P.O. Box 9960 College Station, TX 77842 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .���fEwil ACORD 25 (2016/03) 1 of 1 #S52766619/M52760616 © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ADNZP Page 86 of 1298 EXHIBIT D DESIGN SCHEDULE • Week 0 - NTP/Kick Off Meeting (discus revisions to graphics at roundabouts)/Release Geotech • Week 3 - Present revised graphics for roundabout signs o (Presume 2 week City review time) • Week 5 - City returns comments • Week 6 - Receive geotech and share backgrounds with structural (start weekly team check -in calls) • Week 8 - Present 50% CDs o (Presume 2 week City review time) • Week 10 - City returns comments • Week 13 - Turn in 95% set for find review o (Presume 2 week City review time) • Week 15 - City returns final comments • Week 16 - Turn in Sealed CD set (presumes minor revisions to final set), submit for permitting ContractNo.26300383 Page 87 of 1298 March 26, 2026 Item No. 7.3. MOU Revision Sponsor: Richard Mann, Chief of Fire and Emergency Services Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on the Texas Emergency Management Assistance Teams (TEMAT) Memorandum of Understanding (MOU) with the Texas Division of Emergency Management. Relationship to Strategic Goals: 1. Core Services Recommendation(s): Staff recommends adoption of the TEMAT MOU. Summary: The TEMAT MOU establishes a single -source agreement between the State of Texas and the City of College Station for participation in all special response teams under the State of Texas Emergency Management Assistance Teams (TEMAT) program. This agreement allows local agencies to nominate and authorize personnel to be rostered and deployed as members of coordinated emergency response teams. These personnel may be activated to support statewide or regional operations during emergencies or critical incidents. Participating in the TEMAT program allows the City of College Station to serve as both a contributor to and a beneficiary of a more efficient, integrated, and responsive statewide emergency management system. It also provides City personnel with valuable training and real -world deployment opportunities, enabling them to bring back operational experience and best practices that strengthen local preparedness. Previously, the City of College Station maintained separate agreements for each TEMAT program. This updated MOU, which is being adopted across participating jurisdictions statewide, consolidates those agreements into a single -source MOU with a five-year term. Existing team members, the application process for new members, and reimbursement procedures will remain unchanged. Budget & Financial Summary: None. Attachments: 1. TEMAT MOU 26300263 Page 88 of 1298 vp- C ry oi• CO3 L W'. SIM EO CONTRACT & AGREEMENT ROUTING FORM CONTRACT#: 26300263 PROJECT #: N/A BID/RFP/RFQ#: N/A Project Name / Contract Description: MOU for Participation in TEMAT Program Name of Contractor: CONTRACT TOTAL VALUE: Debarment Check Section 3 Plan Incl. ■ NEW CONTRACT Yes Yes Texas Division of Emergency Management $ 0.00 No No • • RENEWAL # N/A N/A Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # OTHER No • • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) MOU between the Texas Division of Emergency Management and the City of College Station for participation in all special response teams under the Texas Emergency Management Assistance Teams (TEMAT) program. (If required) * CRC Approval Date*: N/A Council Approval Date*: 03.26.2026 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: N/A Performance Bond: N/A Payment Bond: N/A Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT DATE ASST CITY MGR — CFO DATE LEGAL DEPARTMENT DATE APPROVED & EXECUTED CITY MANAGER DATE MAYOR (if applicable) DATE N/A CITY SECRETARY (if applicable) DATE 9.12.23 UPDATED Page 89 of 1298 Memorandum of Understanding Between Texas Division of Emergency Management and Texas Emergency Management Assistance Teams Participating Jurisdiction/Employer This memorandum of understanding ("TEMAT MOU") becomes effective as of the date of final signature, by and between the Texas Division of Emergency Management ("TDEM"), a member of The Texas A&M University System ("A&M System") and an agency of the State of Texas, and the Texas Emergency Management Assistance Teams ("TEMAT") participating jurisdiction/employer City of College Station I. PURPOSE ("Jurisdiction"). In accordance with Texas Government Code Chapter 418, Subchapter E-1 Texas Statewide Mutual Aid System, and the State of Texas Emergency Management Plan, this TEMAT MOU delineates responsibilities and procedures for TEMAT activities. TDEM's authority is provided through the State of Texas to activate state resources for the purposes of TEMAT Programs. TEMAT Programs include and are administered by the state agencies listed below: TEMAT Program Incident Support Task Force (ISTF) Public Works Response Team (PWRT) Texas A&M Task Force 1 (TX-TF1) State of Texas Incident Management Team (IMT) Texas Intrastate Fire Mutual Aid System (TIFMAS) Statewide TEMAT MOU Page 1 of 10 State Agency Program Administrator Texas Division of Emergency Management (TDEM) Texas A&M Engineering Extension Service (TEEX) Texas A&M Engineering Extension Service (TEEX) Texas Division of Emergency Management (TDEM) Texas A&M Forest Service (TFS) Program Summary Provides support through multiple areas of expertise throughout response and recovery initiatives Provides support for critical infrastructure systems Provides search and rescue support through Texas A&M Task Force 1, Texas Task Force 2, and Texas A&M Task Force 3 Provides position specific personnel to assist in emergency operations Provides wildland and fire department support Final Draft 4.13.25 Page 90 of 1298 II. SCOPE The provisions of this memorandum of understanding apply to TEMAT activities performed at the request of TDEM at the option of the participating Jurisdiction. These activities may be in conjunction with, or in preparation of, a local, state or federal declaration of disaster. The scope of this TEMAT MOU also includes training activities sponsored by the state, TDEM, the Jurisdiction, and the Program Administrators to maintain TEMAT operational readiness. III. PERIOD OF PERFORMANCE This TEMAT MOU commences on the date of the last signature and continues for a period of five (5) years unless terminated earlier in accordance with the terms of this TEMAT MOU. IV. DEFINITIONS A. Affiliated Member: A TEMAT Member that is associated with a Jurisdiction or participating agency for purposes of this agreement. B. Backfill: The assignment of personnel by a participating Jurisdiction to meet their minimum level of staffing to replace a deployed TEMAT Member. C. Incident Sunnort Task Force: The division of TDEM is responsible for maintaining all TEMAT program information to include but not limited to this TEMAT MOU and the ISTF Program Guide. D. Jurisdiction: A TEMAT Member's employer, which, by the execution of this TEMAT MOU, has provided official approval of their employee's membership involvement with TEMAT. E. Member: An employee of a Jurisdiction who has been formally accepted into a TEMAT Program and is in compliance with all program requirements (for both TEMAT overall and specific requirements for the program(s) for which they are a Member). For clarification, the lower-case use of "member" within this agreement, refers to a A&M System member. F. PIV-I: Personal Identification Verification Interoperability card should be issued to all first responders. G. Program: One of the TEMAT Programs listed in the above table and administered by a Texas state agency to provide assistance during an emergency event or disaster. H. Program Administrator: Designated State agency representative participating in the program or administering the program on behalf of the state. Statewide TEMAT MOU Final Draft 4.13.25 Page 2 of 10 Page 91 of 1298 I. Red Card: A National Wildfire Coordinating Group (NWCG) "Red Card" is a credential issued to wildland firefighters that verifies their qualifications and training for specific wildland fire positions. J. State Mutual Aid Reimbursement Guide: A living document explaining how TDEM will reimburse local responding entities, state agencies, and other entities for accepting and responding to state -assigned mutual aid missions. K. TEMAT: Any response team administered by a state Jurisdiction of Texas to provide response assistance to local Jurisdictions or the state of Texas. L. TEMAT Training and Exercises — Jurisdiction Sponsored: Training and/or exercises performed at the direction, control, expense, and funding of a participating Jurisdiction in order to develop and maintain capabilities of the Member and TEMAT. M. TEMAT Training and Exercises — State or Administrator Sponsored: Training and/or exercises performed at the direction, control, expense, and funding of the state or Program Administrator. N. Unaffiliated Member: An approved Member of the Incident Support Task Force that is not currently employed by a government entity. V. RESPONSIBILITIES A. TDEM shall be responsible for the following: 1. Provide and maintain administrative and personnel management guidelines and procedures related to TEMAT and this TEMAT MOU. 2. Maintain, in coordination with Program Administrators, programmatic guidance to provide standard operating procedures that are current and readily available to Program Administrators, Jurisdictions, and Members. 3. Provide training to Members. Training shall be consistent with the objectives of the TEMAT Program overall to include but not limited to State Operations Center functions, financial reimbursement, and other training. 4. Work with Program Administrators to ensure all administrative, fiscal, and personnel management guidelines are consistent across all TEMAT Programs. 5. Provide coordination between Program Administrators, other relevant governmental and private entities, Jurisdiction, and Member. 6. Maintain overall TEMAT contact list for all Jurisdictions and Members. Statewide TEMAT MOU Final Draft 4.13.25 Page 3 of 10 Page 92 of 1298 B. The TDEM shall ensure that the Program Administrator(s) will do the following: 1. Recruit and manage Members for their specific program according to guidelines outlined in the program -specific guidance manual. 2. Produce related portion of the program -specific guidance manual to provide standard operating procedures that are current and readily available to Members. 3. Provide and maintain qualifications, training, and operational guidelines and procedures related to the TEMAT Program they administer. 4. Provide upon approval of membership and then collect upon separation from the program equipment, uniforms, and identification issued on behalf of TEMAT. 5. Provide training for Members. Training must be consistent with the objectives of developing, increasing, and maintaining individual skills necessary to maintain operational readiness related to emergency management response. 6. Develop, implement, and exercise an internal notification and call -out system for Members. 7. Provide coordination between the state, other governmental and private entities, participating agency/employer, and Member, notify Jurisdictions or program Members of the need for activation. 8. Maintain and submit, annually, a primary contact list for their respective program, for all Jurisdictions and Members, to the state. 9. Maintain personnel files on all Members of administered programs for the purpose of documenting training records, qualifications, emergency notification, and other documentation as required by the state and Program Administrators. 10. Ensure the issuance of PIV-I to each Member through coordination with TDEM. If removed from team, then the PIV-I should be retrieved and revoked immediately. Program Administrator(s) should retrieve the PIV-I and notify TDEM for immediate revocation. 11. Program Administrator, TEEX, will reimburse Jurisdiction for Urban Search and Rescue (US&R), Public Works Response and sponsored training activities related to this TEMAT MOU under the authority of the State of Texas Emergency Management Plan, the Robert T. Stafford Disaster Relief and Emergency Act, Public law 93-288, as amended 42 U.S.C. 5121, et seq., and Title 44 CFR Part 208 — National Urban Search and Rescue Response System. Statewide TEMAT MOU Final Draft 4.13.25 Page 4 of 10 Page 93 of 1298 12. All reimbursement requests pursuant to this section shall follow program specific guidelines included in the TEEX Deployment Reimbursement Manual and the State Mutual Aid Reimbursement Guide. C. The Jurisdiction shall: 1. Determine which TEMAT Programs the Jurisdiction will support by providing Members and being able to respond as requested by TDEM and Program Administrators. 2. Upon signature, the Jurisdiction will submit a roster within fourteen (14) calendar days of final signature to TDEM and Program Administrators. Maintain a roster of all its personnel participating in TEMAT activities and submit an update annually The roster shall include all current Red Card qualifications for each Member when applicable. 3. Provide a primary point of contact to TDEM and Program Administrators for the purpose of notification of TEMAT activities and for administrative activities. 4. Provide administrative support to employee Members of TEMAT, e.g., time off when fiscally reasonable to do so for TEMAT activities such as training, meetings, and actual deployments. 5. Ensure all reimbursement claims meet the requirements of the State Mutual Aid Reimbursement Guide. 6. Upon notification by TDEM, the Jurisdiction will determine which Members within Jurisdiction are qualified and available for deployment. Jurisdiction determines which qualified Members deploy. D. The Jurisdiction shall ensure the Member(s): 1. Perform duties, as required by their membership in a TEMAT program, when requested and deployed by TEMAT. 2. Maintain knowledge, skills, and abilities necessary to operate safely and effectively in the assigned position and conduct themselves in accordance with the program -specific guidance manual. 3. Advise the Program Administrator of any change in the notification process, i.e., address, change of employment, or phone number changes. 4. Update their membership profile through their Program Administrator or their online portal with any updated qualifications, rate of pay change, or position change as they occur and verify accuracy annually. Statewide TEMAT MOU Final Draft 4.13.25 Page 5 of 10 Page 94 of 1298 5. Maintain, for deployment, all equipment issued by the TEMAT program and advise Program Administrator of any lost, stolen, or damaged items assigned to Member. 6. Keep the Jurisdiction advised of TEMAT activities that may require time off from work. 7. Be prepared to operate in a disaster environment, which may include living and working in austere conditions. 8. During any period in which TEMAT is activated by TDEM or during any TEMAT sponsored or sanctioned training, Member shall be acting as a representative of the State of Texas. 9. Ensure that staff approved for membership by Jurisdiction meet the program requirements and experience level with his/her position on each TEMAT program in accordance with the program -specific guidance manual. VI. QUALIFICATIONS, TRAINING, AND EXERCISES A. TEMAT Training and Exercises — Jurisdiction Sponsored: Periodically, Members will be requested and/or invited to attend local TEMAT- sponsored training or exercises. Local Jurisdiction -sponsored training or exercises shall be performed at the direction, control, expense, and funding of the local Jurisdiction in order to develop the technical skills of Members. TEMAT Training and Exercises — State or Program Administrator Sponsored: Periodically, Members will be invited to attend state TEMAT training and/or exercises, and when these training and/or exercises are required, Jurisdiction shall ensure Member attends such. These trainings and exercises shall be performed at the direction, control, expense, and funding of the state which may include being administered through a Program Administrator in order to develop and maintain the incident support capabilities of the TEMAT. For state or Program Administrator sponsored training or exercises, the Jurisdiction shall coordinate with TDEM and/or Program Administrators, prior to the event, to receive written authorization prior to such an event. B. Minimum Oualification and Training Requirements Jurisdiction should allow Members appropriate time to maintain the qualifications required for each position Member fills in the TEMAT Program. Jurisdiction should ensure Members can attend available TEMAT training and exercise opportunities provided for the assigned TEMAT position to ensure the maintenance of position qualifications. Jurisdiction understands that failure for Statewide TEMAT MOU Final Draft 4.13.25 Page 6 of 10 Page 95 of 1298 Jurisdiction to ensure Members attend or maintain qualifications may result in dismissal from the TEMAT Program when qualifications are no longer valid. VII. ADMINISTRATIVE, FINANCIAL, AND PERSONNEL MANAGEMENT A. Reimbursement of Administrators/Jurisdiction 1. All guidelines and procedures for requesting reimbursement shall be pursuant to the State Mutual Aid Reimbursement Guide. 2. All financial commitments herein are made subject to the availability of funds from the State of Texas. VIII. Liability and Workers' Compensation for State Activation/And Training A. During any period in which a program under TEMAT is activated by the State of Texas, or during any TEMAT sanctioned training, Members who are not employees of A&M System or another agency of the State of Texas will be considered to be in the course and scope of the Member's (employee's) regular employment with the Jurisdiction (employer) and the Member shall be entitled to full benefits, including workers' compensation and liability coverage, as an employee of their employer. B. For a Member who becomes injured during any period in which a program under TEMAT is activated by the State of Texas, or during any TEMAT sanctioned training, the Jurisdiction shall immediately notify the Program Administrator and TDEM of the injury in writing, and TDEM shall reimburse the Jurisdiction the costs and expenses paid by the Jurisdiction to Member, including but not limited to, all related medical expenses, compensation, wages, pension contributions, and any benefits provided by the Jurisdiction. Pursuant to Texas Government Code Section 418.118(b), the Jurisdiction may seek reimbursement for all eligible costs and expenses as provided in this section by providing TDEM or the Program Administrator, whichever is applicable, adequate supporting documentation for the costs/expenses claimed, to include proof of pay provided by the Jurisdiction to the Member. Said reimbursement shall continue, in accordance with Texas Labor Code Section 408, until such time that the injured Member is medically cleared for return to work or in the event of permanent disability or death, until all obligations for payment to the Member or Member's beneficiaries are satisfied. IX. CONDITIONS, AMENDMENTS, AND TERMINATION A. This TEMAT MOU may be modified or amended only by the written agreement of all the parties. B. This TEMAT MOU may be terminated by any signing party, upon thirty (30) days written notice to the other party. Statewide TEMAT MOU Final Draft 4.13.25 Page 7 of 10 Page 96 of 1298 C. The state complies with the provisions of the Department of Labor Executive Order 11246 of September 24, 1965, as amended and with the rules, regulations, and relevant orders of the Secretary of Labor. To that end, the state shall not discriminate against any Member on the grounds of race, color, religion, sex, or national origin. In addition, the use of state or federal facilities, services, and supplies will be in compliance with regulations prohibiting duplication of benefits and guaranteeing nondiscrimination. Distribution of supplies, processing of applications, provisions of technical assistance, and other relief assistance activities shall be accomplished in an equitable and impartial manner, without discrimination on the grounds of race, color, religion, nationality, sex, age, or economic status. D. This TEMAT MOU is governed by the laws of the State of Texas (but not its conflict of laws statutes and principles). Pursuant to Section 85.18 (b), Texas Education Code, venue for a state court suit filed against any member of A&M System, or any officer or employee of A&M System is in the county in which the primary office of the chief executive officer of the system or member, as applicable, is located. E. The parties expressly acknowledge that the Program Administrators are agencies of the State of Texas and nothing in this TEMAT MOU will be construed as a waiver or relinquishment by any state agency administrator of its right to claim such exemptions, privileges, and immunities as may be provided by law. F. By executing this TEMAT MOU, all parties and each person signing on behalf of each party certifies, and in the case of a sole proprietorship, partnership or corporation, each party thereto certifies as to its own organization, that to the best of their knowledge and belief, no member of A&M System or A&M System Board of Regents, nor any employee, or person, whose salary is payable in whole or in part by A&M System, has direct or indirect financial interest in the award of this TEMAT MOU, or in the services to which this TEMAT MOU relates, or in any of the profits, real or potential, thereof. G. Each party is responsible to ensure that employees participating in work for any member of A&M System have not been designated by a member of A&M System as Not Eligible for Rehire (NEFR) as defined in System policy 32.02, Section 4. Non- conformance to this requirement may be grounds for termination of this agreement. In event a system member becomes aware that a contracting party has any employees that are designated as NEFR under this TEMAT MOU, the nonconforming employee is immediately required to be removed from all performance duties upon demand by a system member. X. JURISDICTION DECLARATION OF PARTICIPATION IN TEMAT Jurisdiction agrees to abide by the terms and conditions of this TEMAT MOU and the program -specific guidance manual Jurisdiction agrees to allow employees to serve as TEMAT Members for the approved TEMAT Programs checked below: Statewide TEMAT MOU Final Draft 4.13.25 Page 8 of 10 Page 97 of 1298 TEMAT Program Incident Support Task Force (ISTF) Public Works Response Team (PWRT) Texas A&M Task Force 1 State of Texas Incident Management Team (IMT) Texas Intrastate Fire Mutual Aid System (TIFMAS) XI. POINTS OF CONTACT Name: Title: Address Line 1: Address Line 2: City, State, Zip: Phone Number: Email: Name: Title: Address Line 1: Address Line 2: City, State, Zip: Phone Number: Email: TDEM Chief Nim Kidd Chair — Texas Emergency Management Council 313 E Anderson Ln Building 3 Austin, TX 78752 512-424-2436 Nim.kiddntdem.texas. t?ov Jurisdiction Lauren McGrath Emergency Management Coordinator 300 Krenek Tap Rd. College Station, Texas 77842 979-764-5010 lemcgrath@cstx.gov XII. GENERAL PROVISIONS Check for Participation ii 1 Jurisdiction Point of Contact Initials LM LM LM LM LM TEMAT Coordinator Kharley Smith ISTF Division Chief 313 E Anderson Ln Building 3 Austin, TX 78752 512-424-2436 kharlev. smith@tdem.texas. t?ov A. This TEMAT MOU, with the rights and privileges it creates, is assignable only with the written consent of the parties. B. Pursuant to Texas Government Code Section 321.013, acceptance of funds under this TEMAT MOU constitutes acceptance of the authority of the State of Texas, the Texas State Auditor's Office, or any successor agency (collectively, "Auditor"), to conduct an audit or investigation in connection with those funds under Texas Education Code Section 51.9335(c). Jurisdiction shall cooperate with the Auditor in the conduct of the audit or investigation, including without limitation, providing all records requested. Statewide TEMAT MOU Final Draft 4.13.25 Page 9 of 10 Page 98 of 1298 C. Pursuant to Texas Government Code Sections 2107.008 and 2252.903, any payments owing to Jurisdiction under this TEMAT MOU may be applied directly toward certain debts or delinquencies that Jurisdiction owes the State of Texas or any agency of the State of Texas regardless of when they arise until such debts or delinquencies are paid in full. D. To the extent applicable, Jurisdiction shall use the dispute resolution process provided in Chapter 2260, Texas Government Code, and the related rules adopted by the Texas Attorney General to attempt to resolve any claim for breach of contract made by Jurisdiction that cannot be resolved in the ordinary course of business. Jurisdiction shall submit written notice of a claim of breach of contract under this Chapter to TDEM's designated official, who will examine the claim and any counterclaim and negotiate in an effort to resolve the claim. XIII. ENTIRE AGREEMENT This TEMAT MOU terminates and supersedes any prior TEMAT MOU amongst TDEM, TEMAT Program Administrators, a TEMAT Employee Member, and Participating Jurisdiction. This TEMAT MOU, in addition to the related program -specific guidance manuals and State Mutual Aid Reimbursement Guidelines, reflects the entire agreement between the parties. TDEM and Jurisdiction hereby acknowledge that they have read and understand this entire TEMAT MOU. All oral or written agreements between the parties hereto relating to the subject matter of this TEMAT MOU that was made prior to the execution of this TEMAT MOU have been reduced to writing and are contained herein. TDEM and Jurisdiction agree to abide by all terms and conditions specified herein and certify that the information provided to the state is true and correct in all respects to the best of their knowledge and belief. This TEMAT MOU is entered into by and between the following parties: TEXAS DIVISION OF EMERGENCY MANAGEMENT Signature: Name: Title: Date: W. Nim Kidd Chief, Texas Division of Emergency Management JURISDICTION Signature: Name: Title: Date: Statewide TEMAT MOU Final Draft 4.13.25 Page 10 of 10 Page 99 of 1298 March 26, 2026 Item No. 7.4. Ordinance Revision Sponsor: Lauren McGrath Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding a resolution adopting the Brazos County Hazard Mitigation Action Plan for 2024-2029. Relationship to Strategic Goals: 1. Core Services Recommendation(s): Staff recommends adoption of the Brazos County Hazard Mitigation Action Plan 2024-2029. Summary: The Brazos County Hazard Mitigation Action Plan is an updated five-year multi - jurisdictional plan developed in coordination with Brazos County, the Cities of Bryan, Kurten, and Wixon Valley, Texas A&M University, and the City of College Station. The plan identifies natural hazards affecting the region and outlines mitigation actions intended to reduce long-term risk to life, property, critical infrastructure, and the environment. Adoption of this plan by City Council is required by the Federal Emergency Management Agency (FEMA) in order for the City to remain eligible for certain federal hazard mitigation grant programs. This plan meets all applicable state and federal planning requirements. Budget & Financial Summary: N/A Attachments: 1. College Station Resolution for HMAP 2024-2029 2. Exhibit A Brazos County HMAP -2024-2029 Page 100 of 1298 RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, ADOPTING AND APPROVING THE COLLEGE STATION PORTION OF "MITIGATING RISK: PROTECTING BRAZOS COUNTY FROM ALL HAZARDS, 2024-2029 PLAN" (PLAN). WHEREAS, certain areas of College Station are subject to periodic flooding and other natural hazards with the potential to cause damage to people and properties within the area; and WHEREAS, under the Disaster Mitigation Act of 2000, the United States Federal Emergency Management Agency (FEMA) requires that local jurisdictions have in place a FEMA-approved Hazard Mitigation Action Plan as a condition of receipt of certain future Federal mitigation funding after November 1, 2004; and WHEREAS, the Plan, a five-year blueprint for the future, aimed at making communities in Brazos County disaster resistant by reducing or eliminating the long-term risk of loss of life and property from the full range of natural disasters; and WHEREAS, the Plan meets the requirements of the Disaster Mitigation Act of 2000 (PL. 106390); Section 44 of the Code of Federal Regulations, Part 201.6 and Part 206; and State of Texas Division of Emergency Management standards; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the City Council hereby adopts and approves those portions of the Plan titled, Mitigating Risk: Protecting Brazos County from All Hazards, 2024-2029, that pertain to the City of College Station attached as Exhibit A. PART 2: That the City Council hereby approves and authorizes Lauren McGrath, Emergency Management Coordinator with responsibility, authority, and the means to: a. Inform all concerned parties of this action; and b. Develop an addendum to the Plan if College Station's unique situation warrants such an addendum; and PART 3: That the City Council hereby appoints the Emergency Management Coordinator to ensure the Plan is reviewed at least annually and that amendments to the City of College Station addendum to the Plan be developed and presented to the City Council for consideration and approval; and Page 101 of 1298 Resolution No. Page 2 of 3 PART 4: That this Resolution shall take effect immediately from and after its passage. ADOPTED this 26th day of March, 2026. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Page 102 of 1298 Resolution No. Page 3 of 3 Exhibit A Brazos County Hazard Mitigation Action Plan 2024-2029 Page 103 of 1298 • is azos County Hazard itigation Action Plan 2024-2029 "Maintaining a secure and sustainable future through the revision and development of targeted hazard mitigation actions to protect life, property, and the environment." **Credit for Photos Used on Cover Bluebonnets. Photo from Brazos Valley Museum of Natural History. 2024. Jackrabbit Lane, Wixon Valley, TX. John Prell, Creekview Realty. 2024. Page 105 of 1298 Notice - Change to Hazard Mitigation Action Plan This document and its contents have been prepared and are intended solely as information for Brazos County, Texas, and its participating entities and use in relation to the Brazos County Hazard Mitigation Action Plan Update Document History of Change Document Title: Brazos County Hazard Mitigation Action Plan Update Revision # Purpose Primary Author(s) Email Date of (Description) of Change Change iii Page 106 of 1298 Table of Contents Table of Contents ..iv List of Tables x List of Figures xiii Acronym Definitions ...xv Executive Summary 18 Vision and Goals .19 Section 1- Introduction Introduction .21 Scope 21 Purpose 22 Authority 22 Mitigation Actions ...22 Section 2 — County Profile Overview .25 County Profile .25 Population and Demographics 26 Persistent Poverty 30 Critical Facilities and Infrastructure 30 Land Use and Development 32 Section References 34 Section 3 - The Planning Process Plan Preparation and Development 36 Planning Team ..37 Mitigation Review and Development 37 Review and Incorporation of Existing Plans 38 Plan Incorporation 39 Other Planning Mechanisms 39 Plan Review and Maintenance 41 Timeline for Implementation 41 Public and Stake Holder Involvement 42 iv Page 107 of 1298 Section References 46 Section 4 — Capabilities Assessment Description .48 Hazard Mitigation Baseline Capabilities 48 Planning and Regulatory Capabilities 50 Section References ..55 Section 5 — Risk Overview Hazard Identification 57 Climate Vulnerability 58 Climate Change and Natural Hazards 59 Climate Change and Infectious Diseases .59 Hazard Analysis 60 Risk Index Definitions .60 Section References 65 Section 6 - Flood Hazard Description 67 Hazardous Areas 68 Previous Occurrences 78 Future Probability 79 Climate Change 79 Infectious Disease and Risk 80 Potential Damages and Loss 88 Extent 89 Assessment of Impacts 92 National Flood Insurance Program (NFIP) ..95 Section References 97 Section 7 — Drought Hazard Description 98 Palmer Drought Index 98 Hazardous Areas .100 Previous Occurrences 100 v Page 108 of 1298 Future Probability ..100 Climate Change 101 Infectious Disease and Risk 103 Potential Damages and Losses 105 Extent .106 Assessment of Impacts 106 Section References 109 Section 8 — Wildland Fire Hazard Description 111 Hazardous Areas 111 Previous Occurrences 113 Future Probability 114 Keetch-Byram Index 114 Climate Change 116 Potential Damages and Losses 116 Extent 117 Assessment of Impacts 120 Section References 122 Section 9 — Severe Winter Weather Hazard Description 124 Hazardous Areas 125 Previous Occurrences 127 Future Probability ..128 Climate Change 130 Potential Damages and Losses 130 Extent .131 Assessment of Impacts 132 Section References .134 Section 10 — Tornado Hazard Description 136 Hazardous Areas 136 Fujita Tornado Scale 137 vi Page 109 of 1298 Previous Occurrences 139 Future Probability 140 Climate Change 140 Potential Damages and Losses 140 Extent .142 Assessment of Impacts 142 Section References 145 Section 11— Hail Hazard Description 147 Hazardous Areas 147 Previous Occurrences 149 Future Probability ..149 Climate Change 149 Potential Damages and Losses 150 Extent .150 Assessment of Impacts 151 Section References 153 Section 12 — Thunderstorm and Wind Hazard Description 155 Hazardous Areas 155 Beaufort Wind Scale ..155 Previous Occurrences 157 Future Probability 158 Climate Change .158 Potential Damages and Losses 160 Extent 160 Assessment of Impacts 161 Section References 163 Section 13 — Dam Failure Hazard Description 165 Hazardous Areas 166 Dam Classification System 167 vii Page 110 of 1298 Previous Occurrences 169 Future Probability ..170 Climate Change 170 Potential Damages and Losses 170 Extent .171 Assessment of Impacts 179 Section References .181 Section 14 — Excessive and Extreme Heat Hazard Description 183 Hazardous Areas 183 Previous Occurrences 185 Future Probability ..185 Climate Change 187 Potential Damages and Losses 187 Extent 188 Assessment of Impacts 190 Section References 192 Section 15 — Infectious Diseases Hazard Description 194 Explanation of Diseases 195 Hazardous Areas 213 Extent 1 213 Previous Occurrences 214 Future Probability ..216 Infectious Disease and Climate Change 216 Potential Damages and Losses 216 Extent 2 218 Assessment of Impacts 220 Section References 221 Section 16 — Mitigation Actions Flood 223 Drought 225 viii Page 111 of 1298 Wildland Fires 226 Severe Winter Weather 227 Tornadoes 228 Hail 229 Thunderstorms and Wind 230 Dam Failure 231 Extreme or Excessive Heat 232 Infectious Disease 233 Section 17 — Plan Management Monitoring and Evaluation 235 Disaster Declarations 235 Plan Amendments 235 Hazard Mitigation Action Plan Review 236 Continued Public Involvement 236 Appendices Appendix A — Planning Team 239 Appendix B — Critical Infrastructure ..241 Appendix C — Public Survey Questions and Results .248 Appendix D — Community Meeting Documents 257 Appendix E — Partners in Outreach Meeting Documents 260 Appendix F — Capability Assessment 263 Texas A & M University 263 City of Bryan 264 City of College Station 268 City of Wixon Valley 272 City of Kurten 274 Brazos County 276 Appendix G — Previous Mitigation Actions (2019-2024) 279 Appendix H — Adoption of Hazard Mitigation Action Plan 284 ix Page 112 of 1298 List of Tables Section 1 No tables in this section. Section 2 2.1 - Disaster Declaration by Year 26 2.2 — TAMU and Blinn College Enrollment 27 2.3 — Social Vulnerability Index 29 2.4 — Poverty in Brazos County 30 2.5 — Persistent Poverty County Percentages 30 2.6 - Critical Infrastructure and Lifelines .30 2.7 — Critical Infrastructure by Type 31 2.8 — Agricultural Land Use in Brazos County 32 Section 3 3.1 — Types of Planning Mechanisms and Examples of Methods for Incorporating the Plan 40 Section 4 4.1 — Baseline Capabilities 49 Section 5 5.1 — Priority Risk Index 61 5.2 — Priority Risk Planning Index 62 Section 6 6.1 - Flooding Incidents in Brazos County .79 6.2 — Probability of 100-Year Flood Cost 89 6.3 — 100 Year Riverine Flood Cost .89 6.4 —Flood Zone Designator 91 6.5 — NFIP Participation in Planning Area 97 Section 7 7.1 — Keetch -Byram Drought Index 100 7.2 — Drought Classification ..100 7.3 — Drought Classification Descriptions .100 7.4 — Drought Incidents within Planning Area 102 x Page 113 of 1298 7.5 — Percentage of Texas under Drought Conditions 102 7.6 — Classification Definitions 107 Section 8 8.1 - Sample of Previous Wildland Fires 115 8.2 - Keetch -Byram Drought Index 116 8.3 — Critical Infrastructure within the Planning Area 118 8.4 —Annualized Expected Property Loss 118 Section 9 9.1 - Winter Storm Descriptions 126 9.2 - Magnitude of Severe Winter Storms 127 9.3- Wind Chill Factor Chart 127 9.4- Severe Winter Weather Events 120 Section 10 10.1 - Enhanced Fujita Scale ..139 10.2 - Enhanced Fujita Scale Damage Indicators ..139 10.3 - Tornadic Activity with Damage Assessments 131 10.4 - Annualized Expected Loss to Property 140 10.5- Beaufort Wind Scale 143 Section 11 11.1 — Hail Intensity and Magnitude Scale 149 Section 12 12.1 - Beaufort Wind Scale 157 12.2 — Thunderstorm and Wind Incidents in Brazos County .159 12.3 — Thunderstorm Criteria Scale 162 Section 13 13.1 - Dam Exemption/Non-Exemption Status in Brazos County 168 13.2 - Classification of Dams 169 13.3 - High Hazard Dams in Brazos County 172 13.4 - Bryan Texas Utilities Lake Dam Information 174 13.5 - Carter Creek Dam Information .175 13.6- Mid -Town Park Lake Dam Information ..175 xi Page 114 of 1298 13.7- CSISD at Anderson Street Detention Structure #3 Dam Information ..176 13.8- Finfeather Lake Dam Information 177 13.9- Lake Arapaho Dam Information 177 13.10- Leisure Lake Dam Information ..178 13.11- Nantucket Lake Dam Information 178 13.12- Oakland Lake Dam Information 179 13.13- TAMU Detention #8 Dam Information ..179 13.14- Thousand Oaks Dam #11 Information 180 Section 14 14.1 — Humidity and Temperature Likelihood of Heat Disorders .185 14.2 — Heat Index 185 14.3 — Heat Index/Temperature and Heat Disorders 186 14.4 — Historical Deaths Related to Heat 186 Section 15 15.1 — Top Ten Infectious Diseases 196 15.2 — Cases and Rates per Disease 216 xii Page 115 of 1298 List of Figures Section 1 No figures in this section. Section 2 2.1 — Population Growth in Brazos County 27 2.2 — Projected Population Growth 28 2.3 — Household Income Distribution in Brazos County .29 2.4 — Median Household Income by Race 29 Section 3 3.1 — The Mitigation Planning Process 36 Section 4 4.1 - The Five Phases of Emergency Management .49 Section 5 5.1 — Common Risk Factors of Populations Vulnerable to Climate Change 58 Section 6 6.1 — Flooding Potential for Planning Area 69 6.2 — Brazos County 1% Flood Zones to include the cities of Bryan, College Station and TAMU .70 6.3 — Brazos County 1% Flood Zones to include the cities of Kurten and Wixon Valley.. 71 6.4 — Brazos County 1% Flood Zones to include College Station 72 6.5- Brazos County 1% Flood Zones Sothern Brazos County 73 6.6- Brazos County 0.2% Flood Zones to include the cities of Bryan, College Station and TAMU .74 6.7 — Brazos County 0.2% Flood Zones to include the cities of Kurten and Wixon Valley 75 6.8- Brazos County 0.2% Flood Zones to include College Station .76 6.9- Brazos County 0.2% Flood Zones Sothern Brazos County .77 6.10 — Incubation Periods for Waterborne, Respiratory, Rodent, and Vector borne Illnesses 88 6.11 — Extent for current and future flooding events in Brazos County 92 6.12- FEMA Region 6 Flood Depth Map 93 Section 7 7.1 — Drought Map within Planning Area 101 xiii Page 116 of 1298 Section 8 8.1- Observed Fire Danger within Planning Area .113 8.2 - Historical Wildfire Data Map 114 8.3- Sample Keetch-Byram Drought Index in Planning Area 116 8.4- North Brazos County Burn Probability 119 8.5- Central Brazos County Burn Probability 120 8.6- South Brazos County Burn Probability .121 Section 9 9.1- Historic Severe Winter Weather 128 9.2 - El Nino Weather Patterns 130 9.3 - La Nina Weather Patterns 131 Section 10 10.1 — Wind Zone Designations in the US 138 Section 11 11.1 — Distribution of Storm Incidents in Brazos County 150 Section 12 No figures in this section. Section 13 No figures in the section. Section 14 14.1 — Historical Average Temperatures 188 14.2 — Global Surface Temperature Anomolies .190 Section 15 15.1 — Outpatient Respiratory Illness Activity Map (Reported) 203 15.2 — Laboratory Rabies (All Species in Texas) 212 15.3 — Case Fatality Rate for Severity 215 15.4 — Warning Levels for Pandemic(s) 215 15.5 — Covid 19 — Cost by State .218 15.6 — Secondary Impacts of the COVID 19 Pandemic in the US 219 15.7 — Major External Factors 220 xiv Page 117 of 1298 Section 16 No figures in this section. Section 17 No figures in this section. xv Page 118 of 1298 Acronym ACS ASDSO AVHRR BC BCHD BTU oC CDC CFR cfs CIP COB COOS CRS CSID DFIRM DMA EF F of FEMA FIRM FMA FOIA FT GIS HMAP HMGP ISD K KBDI KM M MPH N/A NCEI NDMC NEXRAD NFIA NFIP NHS NIH NOAA Acronym Definitions Meaning American Community Survey (5-year, Census Bureau) Association of State Dam Safety Officials Advanced Very High -Resolution Radiometer Brazos County Brazos County Health District Bryan Texas Utilities Degrees of Celsius Center for Disease Control and Prevention Unites Stated Code of Federal Regulations Cubic Feet per Second Capital Improvement Plan City of Bryan City of College Station Community Rating System (NFIP) Central Station Identification Number Digital Flood Insurance Rate Map Disaster Mitigation Act of 2000 Enhanced Fujita [Scale] Fujita Storm Category Scale (replaced by EF scale in 2007) Degrees of Fahrenheit Federal Emergency Management Agency Flood Insurance Rate Map Flood Mitigation Assistance Freedom of Information Act of 1966 Full Time Geographic Information Systems Hazard Mitigation Action Plan Hazard Mitigation Grant Program Independent School District Kurten Keetch-Byram Drought Index Kilometers Meters Miles per Hour Not Applicable National Center for Environmental Information National Drought Mitigation Center Next Generation Weather Radar National Flood Insurance Act of 1968 National Flood Insurance Program National Health Institute National Institute of Health National Oceanic and Atmospheric Administration xvi Page 119 of 1298 NWS PRI PT RL RV SBA SCS SFHA SFR STAPLE + (E) STP SRL TAMU TCEQ TDEM TWDB UPRR US USACE USD USDA USGS VFD VOAD WHO WS WV National Weather Service Priority Risk Index Part Time Repetitive Loss Recreational Vehicle Small Business Administration Security Communication Systems Special Flood Hazard Area Single Family Home — Residential Social, Technical, Administrative, Political, Legal, and Economic/Environmental Standard Training Protocol Severe Repetitive Loss Grant Program (FEMA) Texas A&M University Texas Commission on Environmental Quality Texas Division of Emergency Management Texas Water Development Board Union Pacific Railroad United States United States Army Corps of Engineers United States Dollar United States Department of Agriculture United States Geologic Survey Volunteer Fire Department Voluntary Organization(s) Active in Disasters World Health Organization Watershed Wixon Valley xvii Page 120 of 1298 This page intentionally left blank. Pag121 of 1298 Executive Summary Purpose and Process of Development This updated document, "Mitigating Risk: Protecting Brazos County from All Hazards, 2024 — 2029," was prepared by the participating entities within Brazos County. The participating entities in the planning area of the Brazos County Hazard Mitigation Plan include Brazos County, the Cities of Bryan, College Station, Kurten, Wixon Valley and Texas A&M University. These will be referred to as "Brazos County and participating entities", "participating entities" or the "planning area". This plan is a five-year blueprint for the future, aimed at making communities in Brazos County, to include all the planning area; disaster resistant by reducing or eliminating the long-term risk of loss of life and property from the range of natural disasters. It meets the requirements of the Disaster Mitigation Act of 2000 (P.L. 106-390); Section 44 of the Code of Federal Regulations, Part 201.6, and Part 206; and State of Texas Division of Emergency Management standards. An open public process was established to provide multiple opportunities for all sectors in Brazos County and participating entities to be involved in the planning process and provide input during its drafting stage. Hazards Facing the Planning Area The plan identifies and assesses the potential impact of ten natural hazards that threaten Brazos County and participating entities. Hazards were identified based on a review of historical records, national data sources, existing plans and reports, and discussions with local, regional, and national experts. The list of hazards that may threaten Brazos County and the participating entities are: Hazards For Planning Area Floods Drought Wildland Fires Severe Winter Storms Tornadoes Hail Thunderstorms and Wind Dam Failures Excessive and Extreme Heat Infectious Diseases Pagge9122 of 1298 Vision and Goals Vision The mitigation vision for Brazos County is to maintain a secure and sustainable future through the revision and development of targeted hazard mitigation actions and the protection of lives, property, animals, and the environment; by building sustainable and resilient communities and reducing or eliminating the long-term risk of loss of life or property from natural and man-made disasters through the following actions: • Intergovernmental coordination and cooperation on mutual issues of concern related to hazard mitigation and disaster preparedness. • The local governance and regional entities are capable of securing resources for investments from local, state, federal, and private sources for planning and project implementation for hazard mitigation. • Having informed citizenry aware of the risks they may face and the measures that can be taken to protect their families, homes, workplaces, communities, and livelihoods from the impacts of disasters. • Having a commitment to retrofitting existing structures and property as well as supporting future construction of structures that can withstand the hazards that threaten them. • The integration of mitigation into routine budgetary decisions and planning for future growth and development in the planning areas, making disaster resistance an integral part of the livability and sustainability of Brazos County. Goals Goal 1: Increase awareness throughout the community about potential natural and man-made hazards and the need for community preparedness. Goal 2: Increase coordination and cooperation among government entities, business leaders, and the community to ensure hazard mitigation is integrated with land use plans and promote resource -sharing to increase capabilities. Goal 3: Mitigate damage and losses of new and existing real property. Goal 4: Strengthen critical facilities, infrastructures, utilities, and services from hazard impacts to establish redundancy and reliability, and to prevent or minimize loss, and facilitate quicker recovery. Goal 5: Improve and coordinate data collection efforts in the County to fully maximize the extent of the efforts; and improve the mitigation capabilities of the County participating entities. 20 Page 123 of 1298 This page intentionally left blank. 21 Page 124 of 1298 Section 1— Introduction Introduction Hazard Mitigation /' hoz and , mrt i' gei fan / Noun Any sustained actions taken to reduce or eliminate long-term risk to people and property from hazards and their effects. Brazos County is located in between the Navasota and Brazos rivers in southeast central Texas, is bounded on the northwest by Robertson County, on the east by Madison and Grimes counties, on the south by Washington County, and on the southwest by Burleson County. The county seat is the City of Bryan. Texas is prone to extremely heavy rains and flooding with half of the world record rainfall rates (48 hours or less). While flooding is a well-known risk, Brazos County is susceptible to a wide range of natural hazards, including but not limited to drought, extreme heat, hail, and winter storms. These life -threatening hazards can destroy property, disrupt the economy, and lower the overall quality of life for individuals. While it is impossible to prevent an incident from occurring, the effect of many hazards to people and property can be lessened. This concept is known as hazard mitigation, which is defined by the Federal Emergency Management Agency (FEMA) as sustained actions taken to reduce or eliminate long-term risk to people and property from hazards and their effects. Communities participate in hazard mitigation by developing hazard mitigation plans. The Texas Division of Emergency Management (TDEM) is required to review the plan and FEMA has the authority to review and approve hazard mitigation plans through the Disaster Mitigation Act of 2000. This plan, hereinafter titled: "Brazos County Hazard Mitigation Action Plan 2024" was developed specifically for Brazos County and is a multi jurisdictional plan. The participating entities include Brazos County; the Cities of Bryan, College Station, Kurten, and Wixon Valley; and Texas A&M University. These entities provided valuable input into the planning process. Hazard mitigation activities are an investment in a community's safety and sustainability. It is widely accepted that the most effective hazard mitigation measures are implemented at the local government level, where decisions on the regulation and control of development are ultimately made. A comprehensive review of a hazard mitigation plan addresses hazard vulnerability that exists today and in the foreseeable future. Therefore, it is essential that a plan identify projected patterns of how future development will increase or decrease a community's overall hazard vulnerability. Scope The focus of the plan is to identify activities to mitigate hazards classified as "high" or "moderate" risk, as determined through a detailed hazard risk assessment conducted for Brazos County and the participating entities. The hazard classification enables the participating entities Pa125 of 1298 to prioritize mitigation actions based on hazards which can present the greatest risk to lives and property in the geographic scope. Purpose The plan was prepared by Brazos County and the participating entities. The purpose of the plan is to protect people, animals, structures, and the environment and to minimize the costs of disaster response and recovery. The overall arching goal of the plan is to minimize or eliminate long-term risks to human life and property from known hazards by identifying and implementing cost-effective hazard mitigation actions. The planning process is an opportunity for participating entities within Brazos County, stakeholders, and the public to evaluate and develop successful hazard mitigation actions to reduce future risk of loss of life and damage to property resulting from a disaster within the Brazos County planning area. Mission Statement The Mission Statement of the plan is, "Maintaining a secure and sustainable future through the revision and development of targeted hazard mitigation actions to protect life, property, and the environment." Authority FEMA The plan is tailored specifically for participating entities within Brazos County and plan participants including Planning Team members, stakeholders, and the public who participated in the plan development process. The plan complies with all requirements promulgated by the Texas Division of Emergency Management (TDEM) and all applicable provisions of the Robert T. Stafford Disaster Relief and Emergency Assistance Act, Section 104 of the Disaster Mitigation Act of 2000 (DMA 2000) (P.L. 106-390), and the Bunning-Bereuter-Blumenauer Flood Insurance Reform Act of 2004 (P.L. 108-264), which amended the National Flood Insurance Act (NFIA) of 1968 (42 U.S.C. 4001, et al). Additionally, the Plan complies with the Interim Final Rules for the Hazard Mitigation Planning and Hazard Mitigation Grant Program (44 CFR, Part 201), which specify the criteria for approval of mitigation plans required in Section 322 of the DMA 2000 and standards found in FEMA's "Local Mitigation Plan Review Guide" (October 2011), and the "Local Mitigation Planning Handbook" (May 2023). Additionally, the plan is developed in accordance with FEMA's Community Rating System (CRS) Floodplain Management Plan standards and policies. Mitigation Actions Mitigation actions taken by Brazos County are to build sustainable communities with fewer losses, quicker recoveries, to minimize the disruptions to the communities following a disaster, to streamline disaster recovery by identifying actions that need to be taken before a disaster 23 Page 126 of 1298 strikes, identifying hazards to reduce or eliminate future damages, and to serve as a basis for future funding that may become available through grants and other programs offered by state and federal governments or through private donations. Based on input such as historical data, public perception, and technical requirements, the following hazards have been identified, by priority: 1. Flooding 2. Thunderstorms and Wind 3. Drought 4. Wildland Fire 5. Dam Failure (except Wixon Valley and Kurten) 6. Hail 7. Extreme Heat 8. Severe Winter Storm 9. Tornado 10. Infectious Diseases 24 Page 127 of 1298 This page intentionally left blank. 25 Page 128 of 1298 Section 2 — County Profile Overview Brazos County has been the site of human habitation for more than 12,000 years. Evidence of Paleo-Indian inhabitants in the area has turned up in the form of spearpoints, and the remains of a butchered mammoth have been found at the Duewall-Newberry Site on the Brazos River. The territory that is now Brazos County was included in Stephen F. Austin's second colony and became part of Washington Municipality under the Mexican government'. During the twentieth century, Bryan and College Station played an increasingly important role in the life of the county. After its founding as a railroad town in 1866, Bryan slowly grew to a community of 3,589 in 1900, when approximately one -fifth of county residents lived there. The nearby community of College Station grew around Texas A&M University after its founding in the 1870s'. The urban population continued to grow into the rural population. In 1980 the 81,506 inhabitants of Bryan -College Station were 87 percent of the residents of Brazos County. Significant industries that developed in the two - city area in the late twentieth century included defense electronics and varied manufacturing'. In 1982, 67 percent of the land was in farms and ranches, with 18 percent of the farmland under cultivation and 20 percent irrigated. Primary crops were hay, cotton, sorghum, oats, and wheat, and primary livestock and products were cattle, hogs, and milk. The industries with the most employment were agribusiness, oil and gas extraction, and construction. In 1980 Brazos County was one of the most densely populated counties in the state'. In the early twenty-first century, Texas A&M University played a key role in the area's economy, and other local companies produced high-tech equipment and services, wine, and other goods; agribusiness was also important. In 2002 the county had 1,350 farms and ranches covering 308,814 acres, 51 percent of which were devoted to pasture, 38 percent to crops, and 9 percent to woodlands2. Pa129 of 1298 BRAZOS COUNTY, TX Today the Brazos County planning area covers an area of 586 square miles with a range of 200 to 350 feet above sea level. The following four incorporated cities are identified for planning purposes: • Bryan • College Station • Kurten • Wixon Valley College Station and Bryan are the largest cities in the planning area with respective populations of 126,667 and 86,314, based on the US Census for 2022. Primary industries in the planning area include higher education, defense electronics, research, medical, agriculture, and manufacturing2. Since 1965, there have been ten (13) Presidential Disaster Declarations and eight (8) Small Business Administration (SBA) Declarations for the planning area3. (Table: 2.1) Year 1991-1992 1993 1994 1998 1999 2005 2005 2006 2008 2008 2016 2020 2021 Disaster Number 930 DR 3113 DR 1041 DR 1239 DR 3142 DR 1606 DR 3216 DR 1624 DR 3284 DR 1791 DR 4272 DR 4485 DR 3554 DR Primary Incident Flood Drought Flood Severe Storm Fire Hurricane Hurricane Evacuation Fire Fire Hurricane Flood/Tornado Pandemic Severe Ice Storm Presidential Declaration Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes SBA Declaration Yes No Yes No No Yes No Yes No Yes Yes Yes Yes Table: 2.1- Disaster Declarations by Year (Brazos County) Population in the Planning Area Demographics As of July 1, 2022, the estimated population is 242,0142. Brazos County's population has increased each year since 2010 as is graphically represented below. (Figure: 2.1) Using official U.S. Census population counts, the estimate uses a formula based on new residential building permits and household size. It is simply an estimate and there are many variables involved in achieving an accurate estimation of people living in each area at a given time. Source: FEMA3 27 Page 130 of 1298 Figure: 2.1 — Population Growth in Brazos County (2010 to 2021) Source: Census Bureau2 Seasonal Population Growth Texas A&M University4 and Blinn College5 have enrolled students, some of whom are only located in the planning area during part of the calendar year. Table: 2.2 — TAMU4 and Blinn College5 enrollment, identifies the Spring 2023 enrollment at each institution. Institution Location Enrollment Number Of (Spring 2023) Faculty * Texas A&M University College Station 64,215 4,062 Blinn College Bryan** 5,462 512 Table: 2.2 — TAMU4 and Blinn Colleges Enrollment (Spring 2023) Blinn Colleges Source: Office of Registrar — TAMU4 and *Faculty includes professors, associate professors, assistant professors, other faculty, and teaching assistants. **Blinn's main campus location is in Brenham, TX (outside of the planning area). Future Development To better understand how future growth and development in the County might affect hazard vulnerability, it is useful to consider population growth, occupied and vacant land, the potential for future development in hazard areas, and current planning and growth management efforts. This section includes an analysis of the projected population change and economic impacts. Population projections from 2010 to 2060 are listed in Figure: 2.2 — Projected Population Growth (2010-2060), as provided by the Office of the State Demographer6, Texas State Data Center, and the Institute for Demographic and Socioeconomic Research. Population projections are based on a 0.5 scenario growth rate, which is 50 percent of the population growth rate that occurred during 2000-2010. This information is only available at the County level; however, the population 28 Page 131 of 1298 projection shows an increase in population density for the County, which would mean overall growth for the County6. The total resident population of all counties in the State for each year from 2020 through 2060, with the 2020 population equal to the 2020 census count for the State of Texas and all counties in Texas6. 60 35 54.4 50 tee. 47.4 45 1 • 40 35 40.6 44.4 30 25 20 2010 2020 2030 2040 2050 2060 2000-2010 (V2014) 2010-2015 (V2018) 2010-2020 (V2022) Figure: 2.2 — Projected Population Growth (2010-2060) Source: Texas Demographic Center6 Economic Impact Building and maintaining infrastructure depends on the economy, and therefore, protecting infrastructure from risk due to natural hazards in the planning area is important to the participating entities within Brazos County. Whether it is expanding culverts under a road that washes out during flash flooding, shuttering a fire station, or flood -proofing a wastewater facility, infrastructure must be strengthened from natural hazards to continue providing essential utility and emergency response services in a fast-growing planning area. Major employers in the area are critical to the health of the economy, as well as effective transportation connectivity. Existing and Future Land Use and Development Comprehensive or Master Plans are part of a continuous process to provide an environment for the citizens and to consider the general desire of the community to conserve, preserve, and protect the natural environment. These plans are used to guide individuals in making decisions which affect the community with the understanding of the long-term effects. Small and Impoverished Communities The State of Texas requires that hazard mitigation plans identify any Small and Impoverished Communities. According to the established criteria, The term "small impoverished communities" is statutorily defined at 42 U.S.C. 5133(a) to mean a community of 3,000 or fewer individuals 29 Page 132 of 1298 that is economically disadvantaged, as determined by the state in which the community is located and based on criteria established by the President. As the term is statutorily defined, the maximum number of community members of 3,000 cannot be exceeded3. There are no communities that meet this designation in the planning area. However, Brazos County recognizes areas which meet the Low to Moderate Income standards as identified in the Tables below. (Figure: 2.3 — Household Income Distribution) (Figure: 2.4 — Median Household Income by Race) — Brazos County — Texas Percentile Oth - 100th 10th - 90th 20th - 80th 30th - loth 40th - 60th 0/ 1% 2% 3% 4% 5% 6% Count % $150-2DOk- 3.125-150k` $100-125k- 575-100k` $60-?5k' $50-60k2 $45-50k $4"-15k S35-40k S30-35k 525-30k S20-25k 515-20k S10-15k .10k2 i i 3,152 3,159 ` 4,921 7,938 6,131 4,892 2,537 3.135 .1.447 4,262 3,748 ,880 07 l 104k 434% 4 16% 4 17% 649% 10 5% 8 09'% 645% 335% 4 14% 5 87% 5 62% 4 94% 6444 5 65% 6 14`4 13 8% Gaunt number of households x7M mmmes m the tntenuot % unnermaltzed percentage of households wrth Incomes m the fetes -vat normalized assumrng rnter✓at of$50k normalized $0k American Indians Non -Hispanic ,".`tile All ,^-`hi-e All 0-her Hispanic Mixed Asian Black Figure: 2.3 — Household Income Distribution in Brazos County (2022) Source: Statistical Atlas Brazos County — Texas $20k $40k $60k 154% 3k 123% k 115% 100% 87% 86% 84% 74% 72% ® as percentage of median household income afthe entire papulatnn f Amencan Indian and Alaska Plata .2including Hispanic whites 9 entire papulahon 4 and other Pacific Islander Figure: 2.4 Median Household Income by Race Source: Statistical Atlas Socially Vulnerable Populations Table: 2.3 below, identifies socially vulnerable groups within the planning area, the number of persons who make up that category according to the 2020 census, and the percentage of the total population for that specific group2. Social Vulnerability Indicator Number of Persons Percentage of in Category Total Population Under the age of 5 13,060 5.5% 65 years of age or older 24,414 10.3% Non -white 48,118 20.3% Persons in poverty* 53,569 22.6% Persons over age 25 who have not completed high school or obtained a GED 26,785 11.3% Single -parent households with children 11,551 15.24% Persons living in mobile homes, RVs, boats, and other non-traditional housing** 7,707 9.23% Vacant housing units** 5,408 6.48% Table: 2.3 — Social Vulnerability (Brazos County) *Income -to -poverty threshold ratio is 0.99 and below. **Percentage is based on the total number of housing units. Source: US Census Bureau2 30 Page 133 of 1298 The number of persons under the age of 18 living in single parent households, as of Texas Kids Count's 2020 data, is 9,181. This is approximately 19.5% of the total number of children in the planning area. (Table: 2.4 — Poverty (ages 0-18))11 Location Data Type 2016 2017 2018 2019 2020 Texas Number 1,616,085 1,525,944 1,543,228 1,401,195 1,373,643 Percent 22.4% 21.0% 21.1% 19.2% 18.8% Brazos County Number 10,040 9,339 9,297 9,181 9,181 Percent 22.5% 20.5% 20.2% 19.4% 19.5% Table: 2.4 — Poverty in Brazos County (ages 0-18) Source: Texas Kids Count11 Persistent Poverty "Persistent Poverty Counties" means any county, including county equivalent areas in Puerto Rico, that has had 20% or more of its population living in poverty over the past 30 years, as measured by the 1990 and 2000 decennial censuses and the 2011-2015 5- year data series available from the American Community Survey of the Bureau of the Census or any other territory or possession of the United States that has had 20% or more of its population living in poverty over the past 30 years, as measured by the 1990, 2000 and 2010 Island Areas Decennial Censuses, or equivalent data, of the Bureau of the Census2. (See Table: 2.5 below) County FIPS Code County State 1990 Poverty % 2000 Poverty % 2011- 2015 Poverty % 48041 Brazos County Texas 26.7 26.9 27.9 Table: 2.5 — Persistent Poverty County Percentages Critical Facilities Brazos County has the following distribution of critical infrastructure and lifelines. (Table: 2.6) Source: US Census Bureau2 Oil Pipe (Miles) Gas Pipe (Miles) Highway (Miles) Railroad (Miles) 233.57 1,130.83 134.46 70.33 Table: 2.6 — Critical Infrastructure and lifelines Source: TXDOT12 A list of critical facilities by type12 and entity are found in Table: 2.7 below. 31 Page 134 of 1298 Brazos County Bryan College Station Texas A&M University Wixon Valley Kurten Airport 1 1 Bus 2 1 City Hall 1 1 1 Communication 6 1 1 Courthouse 1 1 2 Electric 2 1 5 Emergency Centers 1 2 Emergency Operations 1 1 1 2 1 1 Fire Station 12 5 6 Highway 5 2 Post Office 1 1 1 1 1 Medical 14 15 1 Police/Sheriff Station 1 3 1 1 School 1 33 18 Wastewater 6 21 2 Assisted Living/Nursing Homes 10 4 Community/Gatheri ng Centers 2 4 8 Table: 2.7 Critical Infrastructure by Type Source: Brazos County HMAP (2019-2024)'° Multiple Entities Highway 14 Railway Bridge 2 32 Page 135 of 1298 Land Use and Development Agricultural Land Use Table 2.8 indicates vital statistics about the farmland use in Brazos County. NUMBER OF FARMS AVERAGE FARM SIZE (ACRES) HARVESTED CROPLAND (ACRES) IRRIGATED LAND (ACRES) 1,363 213 37,633 12,059 Table: 2.8 — Agricultural Land Use in Brazos County Source: U.S. Dept. ofAgriculture9 Agricultural Products Farms in the planning area produce a wide variety of agricultural products with cattle as the most common. Other agricultural products include poultry, cotton, hay, horses, and horticulture for an annual value of approximately $167.6 million. Minerals According to the United States Geologic Survey (USGS)13, the primary minerals found in the planning area are alluvium, clay, limestone, gravel, sandstone, lignite, siltstone, tuff, mudstone, gypsum, halite, petroleum, quartz, natural gas, and sand13 Continuing Development The building of new structures will continue throughout the planning area due to population growth. The Texas State Data Center projects continued moderate growth for the area while the Texas Water Development Board forecasts a much steeper climb in population. Local governments are working to develop the economic potential for the area and to bring high quality jobs including commercial research opportunities13 Agriculture and Infectious Disease Diseases emerging from agriculture typically get high levels of attention. Many originate in wildlife and then spillover to people, often using livestock as bridges14. There is consensus that emerging zoonotic pathogens are best managed by One Health approaches in which human health, animal health and the environmental sectors work together. Recent epidemics and pandemics of emerging disease highlight the importance of good surveillance and rapid response14 The public health importance of foodborne disease is just starting to be recognized. The first global assessment of FBD, developed by the World Health Organization, suggested the health burden of FBD was comparable to that of malaria, HIV -AIDS, or tuberculosis14. There are several strategies for managing foodborne disease including good practices, technologies, and training14 Human infections that do not respond to treatment impose a large burden of illness and death as well as entailing enormous health care costs14. An unknown but potentially substantial amount of this burden is due to the use of antimicrobials in agriculture14. It is widely appreciated that 33 Page 136 of 1298 agriculture development contributes significantly to public health outcomes. Collaborations that bridge the structural divisions between the agriculture and health sectors provide an opportunity for better managing these important diseases14 34 Page 137 of 1298 References — Section 2 1. Texas State Historical Association. 2020. Your Texas State History. httns://www.tshaonline.org/home 2. United State Census Bureau.2022. Brazos County, Texas. httns://www.census.zov/auickfacts/brazoscountvtexas 3. Federal Emergency Management Agency. Disaster Declarations for States and Counties. httns://wwwfema.gov/data- visualization/disaster-declarations-states-and-counties 4. Texas A & M University. Office of the Registrar. httns://rezistrar.tamu.edu/ 5. Blinn College. Office of the Registrar. httns://www.blinn.eduladmissions/index.html 6. Texas Demographic Center. Projected Population Growth. httns://demozranhics.texas.zov/ 7. Statistical Atlas. Overview of the United States. Texas. httns://statisticalatlas.com/United-States/Overview 8. Texas County Profiles. Brazos County. httns://txcin.org/tac/census/vrofile.vhn?FIPS=48041 9. US Department of Agriculture. Land Use, Land Value, & Tenure. httns://www.ers.usda.zov/tonics/farm-economv/land- use-land-value-tenure/ 10. Brazos County HMAP (2019-2024). Main Page. httns://bcdem.orz/emerzencv/plans 11. Texas KIDS COUNT at Every Texan. Kids Count Data Center. httns://datacenter.aecforz/about/state- nroviders/details/44-texas-kids-count-at-every-texan 12. Texas Department of Transportation. Brazos County, Texas. httns://wwwtxdot.zov/ 13. US Geological Survey. Brazos County, Texas. httns://www.usgs.gov/ 14. Grace D. Infectious Diseases and Agriculture. Encyclopedia of Food Security and Sustainability. 2019:439-47. doi: 10.1016/B978-0-08-100596-5.21570-9. Epub 2018 Nov 16. PMCID: PMC7161382. 35 Page 138 of 1298 This page intentionally left blank. 36 Page 139 of 1298 Section 3 — The Planning Process Plan Preparation Hazard mitigation planning involves coordination with various constituents and stakeholders to develop a more disaster -resistant community. This plan was prepared by the hazard mitigation planning team on behalf of the following participating entities that are all seeking approval for this plan; Brazos County; the Cities of Bryan, College Station, Kurten, and Wixon Valley; and Texas A&M University. 7. Keep track of progress r 6. Develop an action plan 1. Describe your community MITIGATION PLANNING PROCESS 5. Develop the strategy Figure: 3.1 — The Mitigation Planning Process 2. Identify your hazards 3. Explain impacts on community 4. Review your current capability Source: FEMA' The process used to prepare the plan followed the major steps included Figure: 3.1. After the planning team was organized, a capability assessment was developed and distributed. Hazards were identified and assessed, and results associated with each of the hazards were provided at the risk assessment meeting. Based on Brazos County's identified vulnerabilities, specific mitigation strategies were discussed and developed at the mitigation strategy meeting. Finally, plan maintenance and implementation procedures were developed and are included in this section. The participation of planning team members, stakeholders, and the public at each of the meetings is documented in Appendices A, D, and E. At the plan development meetings held throughout the planning process described herein, the following factors were taken into consideration': ➢ The nature and magnitude of risks currently affecting the community. ➢ Hazard mitigation goals to address current and expected conditions. ➢ Whether current resources will be sufficient for implementing the plan. Pagg7140 of 1298 ➢ Implementation problems, such as technical, political, legal, and coordination issues, may hinder development. ➢ Anticipated outcomes. ➢ What participating entities within Brazos County, agencies, and partners will participate in implementing the plan. Planning for the 2020-2022 years was halted due to the COVID-19 pandemic and the shifting of operations to support other local, state, and federal initiatives. In December 2022, Brazos' County resumed operations under emergency management and resumed planning efforts, but due to lack of funding and staffing, many hazard mitigation projects were incomplete (See Appendix G) for the planning area and will be rolled over into the 2024-2029 Hazard Mitigation Action Plan. During resumption of activities, important discussions were held that resulted in the development of mitigation actions that are included in the plan that are designed to further mitigate risk from natural hazards in the future. The planning team developed hazard mitigation actions for mitigating risk from all the hazards including potential flooding, hail, and extreme heat. These actions include but are not limited to drainage improvement projects, strengthening critical facilities, installing generators, and educating citizens to practice hazard mitigation techniques. Planning Team A full roster of the hazard mitigation planning team showing names, agencies, and titles is available in Appendix A. Mitigation Review and Development The participating entities developed mitigation strategies for the plan and identified new goals and mitigation actions. Additionally, the participating entities were proactive in identifying mitigation actions that would lessen the risk of all the identified hazards included in the plan. An inclusive and structured process was used to develop and prioritize new hazard mitigation actions for the plan. The prioritization method was based on FEMA's STAPLE+E (Social, technological, administrative, political, legal, and economic/environmental) criterial. As a result, each planning team member was assigned an overall priority to each hazard mitigation action. The overall priority of each action is reflected in the hazard mitigation actions found in Section 16 — Mitigation Actions. Planning team members then developed action plans identifying proposed actions, costs and benefits, the responsible organization(s), effects on new and existing buildings, implementation schedules, priorities, and potential funding sourcesl. Specifically, the process involved: D. Listing optional hazard mitigation actions based on information collected from previous plan reviews, studies, and interviews with federal, state, and local 38 Page 141 of 1298 officials. Workshop participants reviewed the optional mitigation actions and selected actions that were most applicable to their area of responsibility, cost- effective in reducing risk, easily implemented, and likely to receive institutional and community support. ➢ Meeting participants inventoried federal and state funding sources that could assist in implementing the proposed hazard mitigation actions. Information was collected (when available), including the program name, authority, purpose of the program, types of assistance and eligible projects, conditions on funding, types of hazards covered, matching requirements, application deadlines, and a point of contact. D. Planning team members considered the benefits that would result from implementing the hazard mitigation actions compared to the cost of those projects. Although detailed cost benefit analyses were beyond the scope of the plan, planning team members utilized economic evaluation as a determining factor between hazard mitigation actions. ➢ Planning team members then selected and prioritized mitigation actions. Hazard mitigation actions identified in the process were made available to the Planning Team for review. The draft plan will be made available to the public for review on participating entities' websites, with the chance to comment via sending an email. Review and Incorporation of Existing Plans Background information utilized during the planning process included various studies, plans, reports, and technical information from sources such as FEMA, the United States Army Corps of Engineers (USACE), the U.S. Fire Administration, National Oceanic and Atmospheric Administration (NOAA), the Texas Water Development Board (TWDB), the Texas Commission on Environmental Quality (TCEQ), the Texas State Data Center, Texas Forest Service, the Texas Division of Emergency Management (TDEM), and local hazard assessments and plans. The Risk Overview - Section 4 and the hazard -specific sections of the plan (Sections 5-15) summarize the relevant background information. Specific background documents, including those from FEMAI, provided information on hazard risk, hazard mitigation actions currently being implemented, and potential mitigation actions. Previous hazard events, occurrences, and descriptions were identified through NOAA's National Centers for Environmental Information (NCEI). Results of past hazard events were found through searching the NCEI. The USACE studies were reviewed for their assessment of risk and potential projects in the region. State Data Center documents were used to obtain population projections. The State Demographer webpages were reviewed for population and other projections and included in the Demographics - Section 2 of the plan. Information from the Texas Forest Service was used to appropriately rank the wildfire hazard, and to help identify potential grant opportunities. Materials from FEMA and TDEM were reviewed for guidance on plan development requirements. 39 Page 142 of 1298 Incorporation of Existing Plans into the HMAP Process A capability assessment was completed by key departments from the participating entities within Brazos County which provided information pertaining to existing plans, policies, ordinances, and regulations to be integrated into the goals and objectives of the plan. The relevant information was included in Appendix F - Capability Assessment. Existing projects and studies were utilized as a starting point for discussing hazard mitigation actions among planning team members. Additionally, policies and ordinances were reviewed by several of the participating entities. These entities have included actions to develop and implement routine debris clearing programs and restrict future development in high -risk areas. Other plans were reviewed, such as Emergency Operations Plans and Capital Improvement Plans, to identify any additional mitigation actions. Finally, the 2023 Texas State Hazard Mitigation Plan, developed by TDEM, was discussed in the initial planning meeting to develop a specific group of hazards to address in the planning effort. The 2023 Texas State Hazard Mitigation Plan was also used as a guidance document, along with FEMA materials, in the development of the Brazos County Hazard Mitigation Action Plan 2024. Incorporation of the HMAP into Other Planning Mechanisms Planning team members will integrate implementation of the plan with other planning mechanisms for Brazos County, such as the Emergency Operations Plan. Existing plans for participating entities will be reviewed and incorporated into the plan, as appropriate. This section discusses how the plan will be implemented by the participating entities within Brazos County. It also addresses how the plan will be evaluated and improved over time, and how the public will continue to be involved in the hazard mitigation planning process. Participating entities within Brazos County will be responsible for implementing hazard mitigation actions contained in Section 16. Each hazard mitigation action has been assigned to a specific department within each participating entity that is responsible for tracking and implementing the action. A funding source has been listed for each identified hazard mitigation action and may be utilized to implement the action. An implementation period will be determined to each hazard mitigation action, as per entities discretion and determined by fundings and availability. Participating entities within Brazos County will integrate hazard mitigation actions contained in the plan with existing planning mechanisms such as Subdivision Regulations, Emergency Operations or Management Plans, Evacuation Plans, and other local and area planning efforts. Brazos County will work closely with area organizations to coordinate implementation of hazard mitigation actions that benefit the planning area in terms of financial and economic impact. Upon formal adoption of the plan, planning team members from the participating entities will review existing plans along with building codes to guide development and ensure that hazard mitigation actions are implemented. Each of the entities will be responsible for coordinating a 40 Page 143 of 1298 periodic review of the plan with members of the advisory planning team to ensure integration of hazard mitigation strategies into these planning mechanisms and codes. The planning team will also conduct periodic reviews of various existing planning mechanisms and analyze the need for any amendments or updates considering the approved plan. Participating entities within Brazos County will ensure that future long-term planning objectives will contribute to the goals of the plan to reduce the long-term risk to life and property from moderate and high -risk hazards to the extent possible. Within one year of formal adoption of the plan, existing planning mechanisms will be reviewed and analyzed as they pertain to the plan. Planning team members will review and revise, as necessary, the long-range goals and objectives in its strategic plan and budgets to ensure that they are consistent with the plan. Furthermore, Brazos County will work with neighboring entities to advance the goals of the plan as it applies to ongoing, long-range planning goals and actions for mitigating risk to natural hazards throughout the planning area. Table: 3.1, identifies types of planning mechanisms and examples of methods for incorporating the Plan into other planning efforts. Planning Mechanism Examples of Methods Annual Budget Review Various departments and key personnel that participated in the planning process for participating entities within Brazos County will review the plan and mitigation actions therein when conducting their annual budget review. Allowances will be made in accordance with grant applications sought, and mitigation actions that will be undertaken, according to the implementation schedule of the specific action. Capital Improvement Plans Participating entities within Brazos County have a Capital Improvement Plan (CIP) in place. Prior to any revisions to the CIP, County, City departments, including ISDs, will review the risk assessment and mitigation strategy sections of the HMAP, as limiting public spending in hazardous zones is one of the most effective long- term mitigation actions available to local governments. Comprehensive Plans Since comprehensive plans involve developing a unified vision for a community, the mitigation vision and goals of the plan will be reviewed in the development or revision of a Comprehensive Plan. Floodplain Management Plans Floodplain management plans include preventative and corrective actions to address the flood hazard. Therefore, the actions for flooding, and information found in Section 6 of this plan discussing the people, property, and animals at risk to flood, will be reviewed, and revised when participating entities within Brazos County update their management plans or develop new plans. 41 Page 144 of 1298 The plan will be evaluated by participating entities within Brazos Grant Applications County when grant funding is sought for mitigation projects. If a project is not in the plan, an addendum may be necessary to include the action in the plan. Currently, participating entities within Brazos County have regulatory plans in place, such as Emergency Management Plans, Economic Development and Evacuation Plans. Regulatory Plans The plan will be consulted when County and City departments, including ISDs, review or revise their current regulatory planning mechanisms. Development of regulatory plans that are not currently in place. Table: 3.1-Types of Planning Mechanisms and Examples of Methods for Incorporating the Plan Source: Brazos County HMAP (2019-2024)2 It should be noted for the purposes of the plan that the HMAP has been used as a reference when reviewing and updating all plans and ordinances for the entire planning area, including all participating entities. The Emergency Management Plan has been developed by Brazos County; the Cities of Bryan, College Station, Kurten, and Wixon Valley; and Texas A&M University. The annexes of the plan will be updated on a rotating basis every 5 years and incorporate goals, objectives, and actions identified in the Hazard Mitigation Action Plan. Plan Review and Plan Update As with the development of the plan, participating entities within Brazos County will oversee the review and update process for relevance and to make necessary adjustments, as needed. Within the first quarter of each fiscal year, after approval, planning team members will meet to evaluate the plan and review other planning mechanisms to ensure consistency with long-range planning efforts are being achieved. In addition, planning participants will monitor and evaluate the plan and will meet once to twice a year, as updates are needed, by conference call or presentation, to re-evaluate prioritization of the hazard mitigation actions. For more information on monitoring, evaluation, disaster declarations, plan amendments, HMAP review, and continued public involvement see Section 17. Timeline for Implementing Mitigation Actions The planning team will engage in discussions regarding a timeframe for how and when to implement each hazard mitigation action. Considerations include when the action will be started, how existing planning mechanisms' timelines affect implementation, and when the action should be fully implemented. Timeframes may be general, and there will be short, medium, and long- term goals for implementation based on prioritization of each action. The planning team will evaluate and prioritize the most suitable hazard mitigation actions to implement. The timeline for implementation of actions will partially be directed by participating entities' comprehensive planning process, budgetary constraints, and community needs. Participating entities within Brazos County are committed to addressing and implementing hazard mitigation actions that may be aligned with and integrated into the plan. 42 Page 145 of 1298 Overall, the planning team agrees that the goals and actions of the plan shall be aligned with the timeframe for implementation of hazard mitigation actions with respect to annual review and updates of existing plans and policies. Public and Stakeholder Involvement An important component of hazard mitigation planning is public participation and stakeholder involvement. Input from individual citizens and the community provides the planning team with a greater understanding of local concerns and increases the likelihood of successfully implementing hazard mitigation actions. If citizens and stakeholders, such as local businesses, non -profits, hospitals, and schools are involved, they are more likely to gain a greater appreciation of the risks that hazards may present in their community and take steps to reduce or mitigate their impact. The public has been involved in the development of the Brazos County Hazard Mitigation Action Plan 2024 at different stages prior to official Plan approval and adoption. Public input was sought using three methods: (1) open public meetings; (2) survey instruments; and (3) making the draft plan available for public review at participating entities' websites. The draft plan will be made available to the public for review and comment on participating entities' websites. The public was notified at the public meetings that the draft plan would be available for review. Currently no feedback has been received on the draft plan, although questions given on a public survey, and all relevant information provided through the surveys were incorporated into the plan. Public input was utilized to assist in identifying hazards that were of most concern to the citizens of the County and what actions they felt should be included and prioritized. The plan will be posted on the Brazos County and participating entities' websites upon approval from FEMA, and a copy will be kept at the Brazos County website (https://bcdem.org/emergemcy/plans). Stakeholder Involvement Stakeholder involvement is essential to hazard mitigation planning since a wide range of stakeholders can provide input on specific topics and from various points of view. Throughout the planning process, members of community groups, local businesses, and neighboring jurisdictions were invited to participate in development of the plan. Stakeholders and participants from neighboring communities that attended the planning team and public meetings played a key role in the planning process. During the development of the Brazos County Hazard Mitigation Action Plan, involvement was sought from stakeholders and the community at large. Opportunities for feedback were available in multiple ways including open public meetings, community engagement events (TAMU, City of Bryan Open House, Brazos County Health Fair, and National Night Out), physical and online surveys, and as stated above, a draft plan was made available on our websites. Opportunities were announced through stakeholders, social and traditional media channels, and paper flyers on community bulletin boards. To ensure underserved and vulnerable populations were informed and included, targeted invitations were given to participants of programs through the Brazos 43 Page 146 of 1298 County Health District, American Red Cross, and other Voluntary Organizations Active in Disasters (VOADs) in the planning area. Public and stakeholder involvement met all requirements under CFR Title 44 §201.6(b). Public Meetings A series of public meetings were held throughout the planning area to collect public and stakeholder input. Topics of discussion included the purpose of hazard mitigation, the planning process, and types of natural hazards. Each participating entity within Brazos County released information regarding the public meetings in the area to increase public participation in the plan development process, through posting on their website, on social media sources including Facebook and Twitter, through the local media, and/or posting the information on bulletin boards in public facilities. A sampling of these notices can be found in Appendix D and E, along with the documentation on the public meetings. Representatives from area neighborhood associations and area residents were invited to participate. Public meetings were held on the following dates and locations: ➢ Monday, November 13, 2023, at the Brazos Center in the city of Bryan. ➢ Monday, December 11, 2023, at the Brazos Center in the city of Bryan. D. Meeting three (3) will take place after the preliminary approval of the Hazard Mitigation Action Plan. Public Participation Survey In addition to public meetings, the planning team developed a public survey designed to solicit public input during the planning process from citizens and stakeholders and to obtain data regarding the identification of any potential hazard mitigation actions or problem areas. This survey was written in both English and Spanish. The survey was promoted by local officials and a link to the survey was posted on participating entities' websites. A total of 131 surveys were completed online. The questions are displayed, and the results are analyzed in Appendix C. Participating entities within Brazos County reviewed the input from the surveys and decided which information to incorporate into the plan as hazard mitigation actions. The Hazard Mitigation Team established the following avenues to solicit public opinion and participation, as required by CFR Title 44 &201.6(b): • Offering surveys in English and Spanish. • Providing facilities for meetings. • Making decisions on the planning process and content. • Establishing new goals. 44 Page 147 of 1298 • Consistently reviewing and providing comments on drafts with each participating entity. • Identifying projects and mitigation actions for each hazard. • Posting on social media and the CEOC website (brazosceoc.org). • Discussing the planning process with various groups: Voluntary Organizations Active in Disasters, Health District, American Red Cross, Texas Department of Emergency Management, Texas Department of Public Safety. • Coordinating the formal adoption of the plan. Open Meetings Open meetings were scheduled, announced, and held at the Brazos Center and the VOAD Quarterly Meetings at Rellis Campus, to collect feedback from the diverse populations within Brazos County. Each meeting was posted publicly with paper flyers and online notifications as well as through social and traditional media channels. Announcements were made in both English and Spanish on the Brazos County website using the website translator. The public meetings were held at the Brazos Center located at 3232 Briarcrest Drive in Bryan, Texas. This location was chosen for its centrality within the planning area, its familiarity as a public, multi -use event facility, and its accessibility for all members of the community including those with functional and access needs. Meetings were conducted in English with interpreters upon request. Documentation from public meetings and sample announcements are available in Appendices D and E of this document. A third public meeting will be held announcing the FEMA-approved plan version, and public feedback and commentary will continue to be solicited and welcomed as part ongoing effort to make the Brazos County Hazard Mitigation Action Plan a living document. Physical and Online Surveys A survey was created to obtain valuable community feedback regarding disaster experience, preparation, perception, and overall knowledge within the planning area. The survey was published online in both English and Spanish, and physical copies of the survey in English and Spanish, were provided at in -person outreach events and public meetings throughout the planning area. In addition, paper flyers with a QR code were placed on community message boards and stakeholder locations. At the date of initial plan submission, the total number of surveys received was 131. The survey will remain open indefinitely as part of the ongoing effort to collect and maintain community feedback for the continuous improvement of the Brazos County Hazard Mitigation Action Plan. The survey questions as well as a results analysis are available in Appendix C of this document. Review Copies of the Draft Plan Copies of the draft plan were available to the public for review and comment on stakeholder websites. The community was advised of these opportunities during outreach events, public 45 Page 148 of 1298 meetings, and through social and traditional media channels. At the date of initial plan submission, no feedback or commentary had been received on the draft plan. Use of Feedback and Commentary Input from the public was utilized to identify hazards in the planning area as well as clarify historic impacts and existing public perception of future risk. In addition, feedback was and will continue to be used to inform public information and outreach direction and needs. Ongoing Feedback and Commentary Opportunities A draft version of the Brazos County Hazard Mitigation Action Plan remains available for public review and comment on stakeholder websites. This version will be replaced with the final version after approval from FEMA, and public feedback and commentary will continue to be solicited and welcomed. In addition, the online survey in both English and Spanish will remain available indefinitely. The feedback and comments received will be reviewed and incorporated as applicable during the annual plan review process. Vulnerable Populations While every effort was made to reach everyone in Brazos County through the multiple efforts and outreaches listed above, only minimal participation was captured as evidenced by the small amount of participation in not only the community meetings, but also the community survey. As mentioned before the survey was brought to many community outings around Brazos County and its participating entities as well as online While we acknowledge this lack of participation, we also will continue our outreach efforts through community events as well as keeping the online questionnaire available for the community to voice their opinions and help guide us in what is needed to support the county in moving forward. In the updates of the HMAP as defined, we will revise our numbers of those participating and the different events that we attend to spread awareness and solicit input throughout the communities. Continuing efforts and every opportunity to reach everyone within Brazos County and participating entities areas will be utilized. 46 Page 149 of 1298 References — Section 3 1. Federal Emergency Management Agency. Mitigation Planning Process. httvs://www.fema.zov/zrants/mitization/zuidethart-11/a/2 2. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.org/emergencv/plans 47 Page 150 of 1298 This page intentionally left blank. 48 Page 151 of 1298 Section 4 — Capabilities Assessment Description The purpose of conducting a Capability Assessment is to determine the ability of a local jurisdiction to implement a comprehensive mitigation strategy, and to identify potential opportunities for establishing or enhancing specific mitigation policies, programs, or projects. As in any planning process, it is important to try to establish which goals, objectives, and actions are feasible, based on an understanding of the organizational capacity of those agencies or departments tasked with the implementations. A Capability Assessment helps to determine which mitigation actions are practical and likely to be implemented over time given a local government's planning and regulatory framework, level of administrative and technical support, the number of fiscal resources, and current political climate. The completed Capability Assessment Chart, included in Appendix F, provides information on existing policies, plans, and regulations for Brazos County and the participating entities. Each community has a unique set of capabilities, including policies, programs, staff, funding, and other resources available to accomplish hazard mitigation objectives and reduce long term vulnerability. The planning team identified existing capabilities that currently reduce disaster losses or could be used to reduce losses in the future, and capabilities that inadvertently increase risks in the community. Hazard Mitigation Baseline Capabilities Hazard mitigation is widely recognized as one of the five primary phases of emergency management. The four other phases are prevention, preparedness, response, and recovery. Each phase is interconnected with hazard mitigation, as seen in Figure 4.1. Opportunities to reduce potential losses through mitigation practices are most often implemented before a disaster event, such as elevation of flood -prone structures or through the continuous enforcement of policies that prevent and regulate development that is vulnerable to hazards because of its location, design, or other characteristics. Mitigation opportunities can also be identified during immediate preparedness or response activities, and in many instances during the long-term recovery and redevelopment process following a disaster event. Pag152 of 1298 17i- �a 56 °4oLg4 Lc'M GG s�Jco dtis % /4r? 7$ es rr(i JG>J G>a 4fod, ': O C at � CD NO O Q O,Q ti A P tri Q� U � 1 a�aw Q 0 N qj o Oj ai := q C.C•.. U 0 704 Itro O q-.G 4r. �� n o a Coordination and 1 Management of Resources, Responding to a disaster RESPONSE Figure: 4.1 — The Five Phases of Emergency Management Brazos County and the participating entities have the following internal capabilities related to hazard mitigation which serve as a baseline of what they can accomplish with relation to hazard mitigation goals and strategies (Table 4.1). Emergency Response South Brazos County ESD 1 South Brazos County VFD Brazos County District 2 ESD Brazos County District 2 VFD Brazos County Precinct 3 VFD Brazos County VFD 4 City of Bryan Fire Department City of College Station Fire Department City of Bryan Police Department City of College Station Police Station Brazos County Sheriff's Department Texas A & M University Police Department Plans Interjurisdictional Emergency Management Plan Basic Plan Annex A Annex L Annex B Annex M Annex C Annex N Annex D Annex 0 Annex E Annex P 50 Page 153 of 1298 Annex F Annex Q Annex G Annex R Annex H Annex S Annex I Annex T Annex J Annex U Annex K Annex V Table: 4.1 — Baseline Capabilities Source: Brazos County HMAP (2019-2024)1 More information can be found on the plans and annexes in Table: 4.1, above at: https://bcdem.org/emergency/plans. Capability Assessment Findings The findings of the capability assessment are summarized in this plan to provide insight into the relevant capacity of the participating entities in Brazos County to implement hazard mitigation activities. All information is based upon the review of the existing HMAP and local government websites and the Emergency Management Coordinators through the Capability Assessment. Planning and Regulatory Capabilities Planning and regulatory capability is based on the implementation of plans, ordinances, and programs that demonstrate a local participating entities commitment to guiding and managing growth, development, and redevelopment in a responsible manner while maintaining the general welfare of the community. It includes emergency response and mitigation planning, comprehensive land use planning, and transportation planning; the enforcement of zoning or subdivision ordinances and building codes that regulate how land is developed and structures are built; as well as protecting environmental, historic, and cultural resources in the community. Although some conflicts can arise, these planning initiatives generally present significant opportunities to integrate hazard mitigation principles and practices into the local decision - making process. This assessment is designed to provide a general overview of the key planning and regulatory tools and programs that are in place or under development for the participating entities in Brazos County along with their potential effect on loss reduction. This information will help identify opportunities to address existing gaps, weaknesses, or conflicts with other initiatives in addition to integrating the implementation of this plan with existing planning mechanisms where appropriate. Appendix F provides a summary of the capability assessment results for Brazos County and participating entities, regarding relevant planning and regulatory capabilities. Hazard Mitigation Plan: An HMAP represents a community's blueprint for how it intends to reduce the impact of natural and human -caused hazards on people and the built 51 Page 154 of 1298 environment. The essential elements of an HMAP include a risk assessment, capability assessment, and mitigation strategy. Disaster Recovery Plan: A disaster recovery plan serves to guide the physical, social, environmental, and economic recovery and reconstruction process following a disaster. In many instances, hazard mitigation principles and practices are incorporated into local disaster recovery plans with the intent of capitalizing on opportunities to break the cycle of repetitive disaster losses. Disaster recovery plans can also lead to the preparation of disaster redevelopment policies and ordinances to be enacted following a hazard event. Emergency Operations Plan: An emergency operations plan outlines responsibilities and the means by which resources are deployed during and following an emergency or disaster. Continuity of Operations Plan: A continuity of operations plan establishes a chain of command, line of succession, and plans for backup or alternate emergency facilities in case of an extreme emergency or disaster event. Flood Response Plan: A flood response plan establishes procedures for responding to a flood emergency including coordinating and facilitating resources to minimize the impacts of flood. General Planning The implementation of hazard mitigation activities often involves agencies and individuals beyond the emergency management profession. Stakeholders may include local planners, public works officials, economic development specialists, and others. In many instances, concurrent local planning efforts will help to achieve or complement hazard mitigation goals, even though they are not designed as such. Comprehensive Land Use Plan: A comprehensive land use plan establishes the overall vision for what a community wants to be and serves as a guide for future governmental decision making. Typically, a comprehensive plan contains sections on demographic conditions, land use, transportation elements, and community facilities. Given the broad nature of the plan and its regulatory standing in many communities, the integration of hazard mitigation measures into the comprehensive plan can enhance the likelihood of achieving risk reduction goals, objectives, and actions. Capital Improvements Plan: A CIP guides the scheduling of spending on public improvements. A capital improvements plan can serve as an important mechanism for guiding future development away from identified hazard areas. Limiting public spending in hazardous areas is one of the most effective long-term mitigation actions available to local governments. Historic Preservation Plan: A historic preservation plan is intended to preserve historic structures or districts within a community. An often -overlooked aspect of the historic preservation plan is the assessment of buildings and sites located in areas subject to natural hazards and the identification of ways to reduce future damage. This may involve retrofitting 52 Page 155 of 1298 or relocation techniques that account for the need to protect buildings that do not meet current building standards or are within a historic district that cannot easily be relocated out of harm's way. Open Space Management Plan: An open space management plan is designed to preserve, protect, and restore largely undeveloped lands in their natural state and to expand or connect areas in the public domain such as parks, greenways, and other outdoor recreation areas. In many instances, open space management practices are consistent with the goals of reducing hazard losses, such as the preservation of wetlands or other flood -prone areas in their natural state in perpetuity. Stormwater Management Plan: A stormwater management plan is designed to address flooding associated with stormwater runoff. The stormwater management plan is typically focused on design and construction measures that are intended to reduce the impact of more frequently occurring minor urban flooding. Codes and Ordinances Zoning Ordinance: Zoning represents the primary means by which land use is controlled by local governments. As part of a community's police power, zoning is used to protect the public health, safety, and welfare of those in a given jurisdiction that maintains zoning authority. A zoning ordinance is the mechanism through which zoning is typically implemented. Since zoning regulations enable municipal governments to limit the type and density of development, a zoning ordinance can serve as a powerful tool when applied in identified hazard areas. Subdivision Ordinance: A subdivision ordinance is intended to regulate the development of residential, commercial, industrial, or other uses, including associated public infrastructure, as land is subdivided into buildable lots for sale or future development. Subdivision design that accounts for natural hazards can dramatically reduce the exposure of future development. Building Codes, Permitting, and Inspections: Building codes regulate construction standards. In many communities, permits and inspections are required for new construction. Decisions regarding the adoption of building codes (that account for hazard risk), the type of permitting process required both before and after a disaster, and the enforcement of inspection protocols all affect the level of hazard risk faced by a community. Floodplain Management: Flooding represents the greatest natural hazard facing the nation. At the same time, the tools available to reduce the impacts associated with flooding are among the most developed when compared to other hazard -specific mitigation techniques. In addition to approaches that cut across hazards such as education, outreach, and the training of local officials, the NFIP contains specific regulatory measures that enable government officials to determine where and how growth occurs relative to flood hazards. Participation in the NFIP is voluntary for local governments; however, program participation is strongly encouraged by FEMA as a first step for implementing and sustaining an effective hazard mitigation program. It is 53 Page 156 of 1298 therefore used as part of this assessment as a key indicator for measuring local capability. Community Rating System: An additional indicator of floodplain management capability is the active participation of local jurisdictions in the Community Rating System (CRS). The CRS is an incentive -based program that encourages counties and municipalities to undertake defined flood mitigation activities that go beyond the minimum requirements of the NFIP by adding extra local measures to provide protection from flooding. All of the 18 creditable CRS mitigation activities are assigned a range of point values. As points are accumulated and reach identified thresholds, communities can apply for an improved CRS class rating. Class ratings, which range from 10 to 1. As class rating improves (the lower the number the better), the percent reduction in flood insurance premiums for NFIP policyholders in that community increases. Flood Damage Prevention Ordinance: A flood damage prevention ordinance establishes minimum building standards in the floodplain with the intent to minimize public and private losses due to flood conditions. Floodplain Management Plan: A Floodplain Management Plan (FMP, or flood mitigation plan) provides a framework for action regarding corrective and preventative measures to reduce flood- related impacts. Appendix F provides a summary of the capability assessment results for Brazos County and participating entities, regarding relevant codes and ordinances. See Appendix F — for additional information. Administrative and Technical Capabilities The ability of a local government to develop and implement mitigation projects, policies, and programs is directly tied to its ability to direct staff time and resources for that purpose. Administrative capability can be evaluated by determining how mitigation -related activities are assigned to local departments and if there are adequate personnel resources to complete these activities. The degree of intergovernmental coordination among departments will also affect administrative capability for the implementation and success of proposed mitigation activities. Technical capability can generally be evaluated by assessing the level of knowledge and technical expertise of local government employees, such as personnel skilled in using GIS to analyze and assess community hazard vulnerability. The Capability Assessment was used to capture information on administrative and technical capability through the identification of available staff and personnel resources. Appendix F provides a summary of the capability assessment results for Brazos County and participating entities, regarding relevant staff and personnel capabilities. Financial Capabilities The ability of a local government to act is often closely associated with the amount of money available to implement policies and projects. This may take the form of outside grant funding awards or locally based revenue and financing. The costs associated with mitigation policy and 54 Page 157 of 1298 project implementation vary widely. In some cases, policies are tied primarily to staff time or administrative costs associated with the creation and monitoring of a given program. In other cases, direct expenses are linked to an actual project, such as the acquisition of flood -prone homes, which can require a substantial commitment from local, state, and federal funding sources. Appendix F provides a summary of the financial assessment results for Brazos County and participating entities, regarding relevant financial capabilities. Outreach and Education Capabilities One of the most difficult capabilities to evaluate involves the outreach/education of a jurisdiction to enact meaningful outreach and education designed to reduce the impact of future hazard events. Hazard mitigation may not be a local priority or may conflict with or be seen as an impediment to other goals of the community, such as growth and economic development. Therefore, the local outreach/education climate must be considered in designing mitigation strategies as it could be the most difficult hurdle to overcome in accomplishing their adoption and implementation. Appendix F provides a summary of the outreach/educational assessment results for Brazos County and participating entities, regarding relevant outreach and education capabilities. Expanding and Improving Capabilities The purpose of the Capability Assessment is to assist Brazos County and the participating entities in identifying gaps in planning, staff, and resourcing and examine the potential to expand and improve capabilities. Options for improving capabilities include the following: • Engaging planning team members with the authority to monitor the HMAP and identify grant funding opportunities for expanding staff. • Identifying opportunities for cross -training or increasing the technical expertise of staff by attending free training available through FEMA and the Texas Division of Emergency Management (TDEM) via preparingtexas.org. • Reviewing current floodplain ordinances for opportunities to increase resiliency such as modifying permitting or building codes. • Identifying partnerships where communities may form Mutual Aid Agreements or Memorandums of Understanding to aid and bolster existing resources and solicit assistance from national sources such as Flood Smartt and state sources such as the Texas Association of Counties. The participating entities used the Capability Assessment as part of the basis for the Mitigation Actions that are identified in Appendix F; therefore, each entity addresses their ability to expand on and improve their existing capabilities through the identification of their Mitigation Actions. The conclusions of the Risk Assessment and Capability Assessment serve as the foundation for the development of a meaningful hazard mitigation strategy. During the process of identifying specific mitigation actions to pursue, as well as existing capabilities to minimize or eliminate a risk. 55 Page 158 of 1298 References — Section 4 1. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.orQ/emerQencv/plans 2. Flood Smart. The National Flood Insurance Program. httns://www.floodsmart.Qov/ 56 Page 159 of 1298 This page intentionally left blank. 57 Page 160 of 1298 Section 5 — Risk Overview Hazard Identification The first phase of the risk assessment is providing background information for the hazard identification process and descriptions for the hazards identified. The risk assessment continues with Sections 5 through 15, which include hazard descriptions and vulnerability assessments. Upon review of the full range of natural hazards suggested under the FEMA planning guidance, participating entities within Brazos County identified ten (10) hazards that are addressed in the Hazard Mitigation Plan. Of the hazards identified, eight (8) were natural hazards, one (1) a quasi -technological hazard (dam failure), and one (1) infectious disease were identified as significant. The hazards were identified through input from planning team members and a review of the current 2023 Texas State Hazard Mitigation Plan. Additionally, readily available online information from reputable sources such as federal and state agencies were also evaluated and utilized to supplement information as needed. In general, there are three main categories of hazards: atmospheric, hydrologic, and technological. > Atmospheric hazards are events or incidents associated with weather generated phenomenon. Atmospheric hazards that have been identified as significant for the planning area include extreme heat, hail, thunderstorms, tornadoes, and severe winter storms. > Hydrologic hazards are events or incidents associated with water related damage and account for over 75 percent of federal disaster declarations in the United States. Hydrologic hazards identified as significant for the planning area include flooding and drought. > Technological hazards refer to the origins of incidents that can arise from human activities, such as the construction and maintenance of dams. They are distinct from natural hazards primarily because they originate from human activity. The risks presented by natural hazards may be increased or decreased because of human activity, however they are not inherently human -induced. Therefore, dam failure is classified as a quasi - technological hazard and referred to as "technological". Other causes of dam failure can be the shrinking and swelling of the clay -like soil within the planning area. For the risk assessment, wildfire hazard is considered "other," since wildfires are not considered atmospheric, hydrologic, nor technological. Also, for risk assessment, infectious diseases are considered "other" since infectious diseases are not considered atmospheric, hydrologic, or technological. Property and crop damages were estimated by gathering data from the National Centers for Environmental Information (NCEI) and National Oceanic and Atmospheric Administration Pag18161 of 1298 (NOAA)1. The assessment also examined the impact of various hazards on the built environment, including general building stock, critical facilities, lifelines, and infrastructure. The resulting risk assessment profiled hazard events provided information on locations, previous occurrences, estimated probability of future events, and potential damages and losses and an assessment of the impact for each hazard on the people and property of Brazos County. Climate Vulnerability While climate change will impact the whole Brazos County and participating entities communities, there are certain communities that are particularly vulnerable to climate change and will experience disproportionate impacts. These populations include: • Communities of color. • Low-income communities. • Older adults. • People with disabilities. While these populations have strong communities who support them in withstanding disasters, barriers created by marginalization and historic disinvestment may make it more difficult for these populations to prepare for, recover quickly, or reduce the potential impacts of disasters. Social vulnerability refers to the potential negative effects on communities caused by external stresses on human health. Such stresses include natural or human -caused disasters, or disease outbreaks. These communities possess multiple risk factors that qualify them as more vulnerable to the planning area's changing climate2. Some common risk factors across these vulnerable population groups are identified in Figure: 5.1. Increased vulnerability to heat -related, respiratory, or vector -borne illnesses Lack of representation in local government High exposure to greenhouse gas emission sources and environmental pollution Lack of financial means to respond to environmental and economic stresses Reduced mobility due to flooding, severe weather, extreme heat, and impacts on infrastructure Figure: 5.1 — Common Risk Factors of Populations Vulnerable to Climate Change Source: CDC' 59 Page 162 of 1298 Climate Change and Natural Hazards Climate change is defined as a long-term hazard which can increase or decrease the risk of other weather hazards. It directly endangers property due to sea level rise and biological organisms due to habitat destruction. More information on how climate change is affecting each state can be found at the website State Climate Summaries3 but is subject to change; there are also other websites for climate change information. Global climate change is expected to exacerbate the risks of certain types of natural hazards impacted through rising sea levels, warmer ocean temperatures, higher humidity, the increased frequency of stronger storms, and an increase in wind and flood damages due to storm surges. More information on the global impact can be found at the NASA website4 but is subject to change; there are also other websites for climate change information. While sea level rise is a natural phenomenon and has been occurring for several thousand years, the general scientific consensus is that the rate has increased in the past 200 years, from 0.5 millimeters per year to 2 millimeters per year. More information about the projection of the rising of the sea levels can be found at the website for the National Oceanic Atmospheric Administration (NOAA)5 but is subject to change; there are also other websites for climate change information. Texas is considered one of the more vulnerable states in the U.S. to both abrupt climate changes and to the impact of gradual climate changes to the natural and built environments. Mega - droughts can trigger abrupt changes to regional ecosystems and the water cycle, drastically increase extreme summer temperature and fire risk, and reduce availability of water resources, as Texas experienced during 2011-20156. More information on understanding what climate change can mean for Texas and the planning area can be found through the United States Environmental Protection Agency on their website7 but is subject to change; there are also other websites for climate change information. Paleoclimate records also show that the climate over Texas had large changes between periods of frequent mega -droughts and the periods of mild droughts that Texas experienced throughout 2023. While the cause of these fluctuations is unclear, it would be wise to anticipate that such changes could occur again and may even be occurring now6. Climate change in and of itself is not necessarily a hazard, but it may increase the frequency and/or intensity of identified hazards over time. Climate change could affect communities in a variety of ways, but it is currently unclear what extent the impacts will have on the planning area. It is anticipated that hazard -causing events will fluctuate due to climate change over time. As new information and new models are developed, a climate change risk assessment may be enhanced to measure and assess these impacts more accurately. Climate Change and Infectious Diseases Increasing global temperatures due to climate change is contributing to the spread of infectious diseases. Climate change can directly impact infectious disease emergence and reemergence through effects on pathogen survival, vector survival and reproduction, and their animal 60 Page 163 of 1298 reservoirs (i.e., hosts). Milder winters, warmer summers, and fewer days of frost make it easier for infectious diseases to expand to new geographic areas and infect more people. Additionally, climate change -related extreme weather events create circumstances where infectious microorganisms flourish and novel infections emerge8. Climate change has forced some animal species into new habitats as their natural habitat disappears, increasing opportunities for contact between humans and animals that can potentially spread zoonotic diseases (e.g., wildlife carrying the rabies virus, spread of deadly diseases, such as Ebola, Lassa, Rift Valley fever, and monkeypox)8. Hazard Analysis Each of the hazard profiles includes a description of a general vulnerability assessment. Vulnerability is the total of assets that are subject to damage from a hazard, based on historic recorded damages. To better understand how future growth and development in the Brazos County region might affect hazard vulnerability, it is useful to consider population growth, occupied and vacant land, the potential for future development in hazard areas, and current planning and growth management efforts. Hazard vulnerability for all participating entities within Brazos County was reviewed based on recent development changes that have occurred throughout the planning area. Focus on Critical Infrastructure This hazard mitigation plan focuses on critical infrastructure as this is the most cost-effective way to mitigate effects on assets identified as most important to the community. This infrastructure includes, but is not limited to, facilities critical to emergency operations, facilities with government functions, facilities for vulnerable populations, and locations of economic or cultural value. For most hazards addressed in this plan, the highest potential for significant damage exists at critical facilities located in flood -prone areas. Critical facilities in the path of a tornado or nearby pipelines may also sustain considerable damage. Priority Risk Index Definitions The Priority Risk Index is increasingly used as a methodology for quantifying jurisdictional risk for hazard mitigation action planning purposes, and it can evolve to meet specific community needs. The index incorporates probability, impact, spatial extent, warning time, and duration when assessing each hazard, but it does not explicitly integrate a vulnerability and consequence analysis into its final scoring9. The definitions on the table below (Table: 5.1) were developed by the Brazos County Hazard Mitigation Team. Table 5.2 shows the planning entities and their priority risk index. 61 Page 164 of 1298 PRI Category Degree of Risk Assigned Weighting Factor Level Criteria Index Value Probability Unlikely Less than 1% annual probability 1 30% Possible Between 1 and 10% annual probability 1 Likely Between 10 and 100% annual probability 2 Highly Likely 100% annual probability 3 Impact (Impact is subdivided into 3 categories: social impact, property impact, and CIKR impact) Minor Very few injuries, if any. Only minor property damage and minimal disruption to quality of life. Temporary shutdown of critical facilities. 4 30% Limited Minor injuries only. More than 10% of property in affected area damaged or destroyed. Complete shutdown of cntical facilities for more than one day. 1 Critical Multiple deaths/injuries possible. More than 25% of property in affected areas was damaged or destroyed. Complete shutdown of critical facilities for more than one week. 2 Catastrophic High number of deaths/injuries possible. More than 50% of property in affected area damaged or destroyed. Complete shutdown of critical facilities for 30 days or more 3 Spatial extent Negligible Less than 1% of area affected 1 20% Small Between 1 and 10% of area affected 2 Moderate Between 10 and 50% of area affected 3 Large Between 50 and 100% of area affected 4 Warning Time More hours than 24 Self-explanatory 1 10% 12 to 24 hours Self-explanatory 2 6 to 24 hours Self-explanatory 3 Less than 6 hours Self-explanatory 4 Duration Less than 6 hours Self-explanatory 1 10% Less than 24 hours Self-explanatory 2 Less than one week Self-explanatory 3 More weekthan one Self-explanatory 4 Table: 5.1 — Priority Risk Index Definitions Source: Brazos County HMAP (2019-2024)10 62 Page 165 of 1298 Weights Brazos County Flood Drought Urban and Wildland Fires Winter Storms Tornados Hail Thunderstorms Darn Failure Excessive Heat Infectious Diseases City of Bryon Flood Drought Urban and Wildland Fires Winter Storms Tornados Hail Thunderstorms Dam Failure Excessive Heat Infectious Diseases City of College Station Flood Drought Urban and Wildland Fires Winter Storms Tornados Hail Thunderstorms Dam Failure Excessive Heat Infectious Diseases City of Kurten Flood Drought Urban and Wildland Fires Winter Storms Tornados Hail Thunderstorms Dam Failure Excessive Heat Infectious Diseases City of Wixon Valley Flood Drought Urban and Wildland Fires Winter Storms Tornados Hail Thunderstorms Dam Failure Excessive Heat Infectious Diseases TAMU Flood Drought Urban and Wildland Fires Winter Storms Tornados Hail Thunderstorms Dam Failure Excessive Heat Infectious Diseases PROBABILITY Probability 0.3 EXTENT Social Impact IMPACT Property Impact CIKR Impact Spatial Histoncal Possible Extent of Extent Human Human Damage 0.2 Duration of Shutdown Average Impact 0.3 P1: Prob 51: Extent HI. Extent H2. Number Pr1: Extent CI1: Shutdown Severity 3 3 2 4 4 2 3.00 3 4 1 1 2 1 1.25 4 1 1 1 2 1 1.25 1 4 2 1 1 1 1.25 1 2 1 3 3 3 250 3 2 1 1 2 1 1.25 4 3 1 1 2 1 125 1 2 1 4 4 4 325 1 4 2 2 1 1 150 1 4 3 3 1 3 300 PI: Prob 151: Extent I HI. Extent H2. Number Pr1: Extent C11: Shutdown ‘3eventy 3 3 2 4 4 2 3.00 3 4 1 1 2 1 125 4 1 1 1 2 1 1.25 1 4 2 1 1 1 1.25 1 2 1 3 3 3 2.50 3 2 1 2 1 1.25 4 3 1 1 2 1 125 1 2 1 4 4 4 325 1 4 2 2 1 1 150 1 4 3 3 1 3 300 P1: Prob 151: Extent I H1. Extent H2. Number Pr1: Extent C11: Shutdown ‘3eventy 3 3 2 4 4 2 300 3 4 1 1 2 1 125 4 1 1 1 2 1 1.25 1 4 2 1 1 1 125 1 2 1 3 3 3 250 3 2 1 1 2 1 125 4 3 1 1 2 1 125 1 2 1 4 4 4 325 1 4 2 2 1 1 150 1 4 3 3 1 3 300 P1: Prob 151: Extent I H1. Extent H2. Number Pr1: Extent C11: Shutdown Severity 3 3 2 4 4 2 3.00 3 4 1 2 1 1.25 4 1 1 2 1 1.25 1 4 2 1 1 1.25 1 2 1 3 3 3 250 3 2 1 1 2 1 1.25 4 3 1 1 2 1 125 0 0 0 0 0 0 000 1 4 2 2 1 1 150 1 4 3 3 1 3 300 P1• Prob 151• Extent I HP Extent H2• Number Pr1. Extent CIF Shutdown Seventy 3 3 2 4 4 2 3.00 3 4 1 1 2 1 1.25 4 1 1 1 2 1 125 1 4 2 1 1 1 1.25 1 2 1 3 3 3 2.50 3 2 1 1 2 125 4 3 1 1 2 1 125 0 0 0 0 0 0 0.00 1 4 2 2 1 1 1.50 1 4 3 3 1 3 3.00 P1: Prob 151: Extent I H1. Extent H2. Number Pr1: Extent C11: Shutdown Severity 3 1 1 4 4 4 325 1 4 1 1 1 1 100 2 1 1 1 1 1 1.00 1 4 1 1 1 1 100 1 3 1 3 3 3 2 50 2 3 1 1 1 1 100 3 4 1 1 1 1 100 1 1 1 4 4 4 325 1 4 1 1 1 1 1.00 1 4 3 3 1 3 3.00 Table: 5.2 - Priority Risk Index by Planning Index DURATION Incident Exposure Duration of Exposure 0.1 WARNING TIME Warning Time 0.1 D1. Duration W1. Warning 3 4 1 2 1 1 2 3 4 4 3 1 4 3 4 4 3 3 1 1 D1. Duration I WI. Warning 3 4 1 2 2 3 4 4 3 1 4 3 4 4 3 3 1 1 D1. Duration I WI. Warning 3 4 1 2 1 1 2 3 4 4 3 1 4 3 4 4 3 3 1 1 D1. Duration I WI. Warning 3 4 1 2 1 1 2 0 4 4 3 1 4 3 4 4 3 0 1 1 D1. Duration I W1. Warning 3 4 1 2 1 1 2 0 4 4 3 1 4 3 4 4 3 0 1 1 D1. Duration I WI. Warning PRI Priority Risk Index PRI 3 2 575 2 275 1975 195 2 175 2 675 2 275 2 05 2 575 PRI 3 2 575 2 275 1975 195 2 175 2 675 2 275 2 05 2 575 PRI 3 2 575 2 275 1975 195 2 175 2 675 2 275 2 05 2 575 PRI 3 2 575 2 275 1975 195 2 175 2 675 0 2 05 2 575 PRI 3 2 575 2 275 1975 195 2 175 2 675 0 2 05 2 575 PRI 2 4 2 2 1 1 1 4 4 2 1 1 1 4 3 3 1 1 1 2 475 19 13 17 2 25 19 24 1 675 19 2 575 Source: Brazos County HMAP (2019-2024)10 63 Page 166 of 1298 All Values of Infectious Disease Risk Categories are standard amongst Brazos County, City of Bryan, City of College Station, City of Kurten, City of Wixon Valley, and TAMU. **Due to the mechanisms, and nature of Infectious Diseases** Justification — Probability (1) According to the Brazos County Health District's epidemiology team Dr. Yao Akpalu, Dr. Ed Davila, the probability of infectious disease outbreak is "1". This suggests that there is a possibility of an outbreak of infectious disease within the area. Due to climate change, favorable survival conditions for infectious diseases have increased the odds of their spread13. This statement underscores the importance of public health surveillance, effective interventions, vaccination programs, and community awareness13 Justification — Spatial Extent (4) According to the Brazos County Health District's epidemiology team, the spatial extent of an infectious disease outbreak is "4". In a study published by the CDC, Smith, and Mennis (2020) argue that the spread of infectious disease is a spatial process. Since an infectious disease is not tied down to one physical location, it can become widespread15 Justification — Historical Human/Possible Human (3) The social impact of an infectious disease, rated as "3" by the Brazos County Health District's epidemiology team, indicates a significant level of disruption. Both the historical human and possible human impact is rated at a "3". In a study published by the CDC, Sharma et al. (2020) highlights the social effects of COVID-1914. According to Sharma et al. (2020), COVID-19 not only caused physical harm to many individuals, it also further destabilized individuals who were already struggling with the economic crisis that the infectious disease had caused14. Unemployment significantly increased, 11.5 million individuals within the first months of lockdown due to the infectious disease14. Additionally, Sharma et al. (2020) noted a significant decrease in food insecurity during the pandemic14. These findings highlight the profound effects of infectious disease on social determinants of health14 Justification — Property Impact (1)/ CIKR Impact (3) According to the Brazos County Health District's epidemiology team, the property impact of an infectious disease is "1". This suggests a limited risk of damage to property. However, the major risk with infectious diseases lies within critical infrastructure. Brazos County Health District's epidemiology team rated the CIKR (Critical Infrastructure and Key Resources) impact of an infectious disease as "3". Using COVID-19 as a recent example of a widespread infectious disease, it is evident that there was a heavy burden on critical infrastructure. In a study published by the CDC, French (2021), explored the impacts on critical infrastructure12. French (2021) highlighted that surge in COVID-19 cases resulted in stressed hospital systems, negatively affected public health and health care, and degraded national critical systems12. French (2021) explored the effects on ICU care wards, noting that across the nation ICU wards had exceeded 75% critical capacity12. This burden critically strained the health care system and disrupted many individuals from receiving care from other conditions12. Justification — Duration (4) / Warning (1) 64 Page 167 of 1298 According to Brazos County Health District's epidemiology team, the duration of an infectious disease is rated at "4". According to U.S. Department of Defense (2023), the incidence of exposure lasted far more than a week16. The Brazos County Health District's epidemiology team designated the warning to be "1". According to AJMC Staff (2021) there was a significant warning period where the WHO (World Health Organization) declared the appearance of the infectious disease and the subsequent emergence of cases within the United States". 65 Page 168 of 1298 References - Section 5 1. National Centers for Environmental Information (NCEI) and National Oceanic and Atmospheric Administration (NOAA). Data. httvs://www.ncei.noaa.zov/ 2. Centers for Disease Control and Prevention. Populations and Vulnerabilities. httvs: //www cdc. zov/nceh/tracking/tonics/Populations Vulnerabilities. htm 3. NCICS. State Climate Summaries. httvs://statesummaries.ncics.orr/ 4. NASA. Understanding Our Planet. Global Climate Change. httvs://climate.nasa.zov/ 5. National Oceanic and Atmospheric Administration. Sea Level Rising. httvs://oceanservice.noaa.gov/ 6. Water Data for Texas. Texas Reservoirs. httvs://www.waterdatafortexas.org/reservoirs/statewide 7. US Environmental Protection Agency. Regulations. httvs://www.eva.zov/ 8. World Health Organization. Climate Change. httvs://wwwwho.int/health-tonics/climate-chanze#tab=tab 1 9. Harris, J., Bartlett, G., Joyner, T.., Hart, M, & Tollefson, W. (2021). Modification of the Priority Risk Index: Adapting to Emergency Management Accreditation Program standards for institutes of higher learning hazard mitigation plans. Journal of emergency management (Weston, Mass.), 19(2), 165-171. httvs://doi.orz/10.5055/iem.0568 10. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.orz/emerrencv/vlans 11. AJMC Staff. (2021, January 1). A Timeline of COVID-19 Developments in 2020. Retrieved from AJMC website: httvs: //www aimc. com/view/a-timeline-of-covid 19-develovments-in-2020. 12. French, G. (2021). Impact of Hospital Strain on Excess Deaths During the COVID-19 Pandemic - United States, July 2020-July 2021. MMWR. Morbidity and Mortality Weekly Report, 70(46). https://doi.org/10.15585/mmwrmm7046a5 13. Healthy People 2030. (2020). Social determinants of health. Retrieved from Healthy People 2030 website: httvs: //health.zov/healthvveovle/vriority-areas/social-determinants-health. 14. Sharma, S. V, Chuang, R.-J., Rushing, M., Naylor, B., Ranjit, N., Pomeroy, M., & Markham, C. (2020). Social Determinants of Health -Related Needs During GOVID-19 Among Low -Income Households with Children. Preventing Chronic Disease, 17(17). httvs://doi.or2/10.5888/vcd17.200322. 15. Smith, C. D., & Mennis, J (2020). Incorporating Geographic Information Science and Technology in Response to the COVID-19 Pandemic. Preventing Chronic Disease, 17(Volume 17). https://doi.org/10.5888/pcd17.200246 16. U.S. Department of Defense. (2023, April 19). Coronavirus: Timeline. Retrieved from U.S. Department of Defense website: httvs://www.defense.zov/Svotlizhts/Coronavirus-DOD-Resvonse/Timelinet 66 Page 169 of 1298 This page intentionally left blank. 67 Page 170 of 1298 Section 6 — Flood Hazard Description Brazos County is in a state particularly vulnerable to flooding due to several factors: miles of the Gulf of Mexico coastline; the proximity to the Pacific Ocean off the west coast of Mexico; the geographical location near the Rocky Mountains of Colorado and Arizona; the high - altitude jet stream; and the nearness to the unique West Texas "dry line", a shifting invisible atmospheric separation of dry desert air from the moist Gulf airs. These factors create a breeding ground for the big storms of spring and fall that spawn tornadoes and suck up Gulf or Pacific moisture that feed the heavy rains that cause flash flooding. All these geographic factors can cause Texas to experience extensive storms. Flooding takes many forms in the planning areal. Flooding occurs in seasonal patterns when warm, moist air collides with cool, dry air. The most common time for flooding is in the spring (April through June) and the fall (October through December). Flash, ravine, and urban flooding events can cause substantial impacts to the planning area including loss of life, injuries, temporary or permanent loss of critical infrastructure, and personal property damage. Types of Flooding Flash Flooding Flash flooding is caused by slow -moving thunderstorms, repeated storms in one area, or heavy rains caused by tornados or hurricanes. Flooding can occur within minutes to hours of excessive rainfall. Often there are no warnings for flash floods2. Riverine Flooding Riverine flooding is a natural occurrence. It is the overbank flooding of rivers, streams, and creeks; typically occurring when large scale weather systems generate prolonged rainfall. Some riverine flooding occurs because of winter and spring runoff, and the river, creek, and stream basins fill too quickly2. Urban Flooding Urban flooding occurs in areas that were once fields or woodlands that are now converted into roadways, housing developments, parking lots, and buildings. These conversions force the natural hydraulic systems within a basin to fail, allowing runoff two to six times more than QUICK FACTS FEMA Repetitive Loss List Brazos County: 4 Bryan: 37 College Station: 3 Wixon Valley: 0 Kurten: 0 FEMA Severe Repetitive Loss List Brazos County: 0 Bryan: 3 College Station: 0 Wixon Valley: 0 Kurten: 0 Critical Facilities and Infrastructure at Risk in Brazos County Total: 298 Inside 100-year flood plain: 129 Susceptible to flooding: 43.29% Deadliest Flooding Event in Brazos County: October 17, 1998 — 1 death Costliest Flooding Events in Brazos County: Aug. 2017: $15m Oct. 1994: $5m Oct. 1998: $2.5m May 2004: $250k May 2007: $130k Feb. 2012: $100k May 2016: $100k Source: Brazos County CEOC 12 Pa03171 of 1298 natural terrain. Urban flooding can cause roadways to become swift moving rivers and underground parking garages and underpasses to become inundated and filled with water2. Hazardous Areas Areas most prone to flooding are determined through analysis of the following: • Analysis of river flow, storm tide, and rainfall records. • Floodplain, stream, and river topography and physiography. • Hydrologic and hydraulic analysis. FEMA maintains Flood Insurance Rate Maps (FIRMs)3 which identify hazardous areas including Special Flood Hazard Areas (areas within the 100-year flood plain) and Moderate Flood Hazard Areas (areas within the 500-year flood plain)3. The location of flood hazard areas for Brazos County and participating entities are shown in Figure: 6.1. The following map identifies flood zones throughout the planning area with potential for loss of life and/or property damage. Areas along the Brazos River on the west side of the county and along the Navasota River on the east side of the county are the most vulnerable to riverine flooding events3. A property's vulnerability to a flood depends on its location and proximity to the floodplain3. Structures that lie along banks of a waterway are the most vulnerable and are often repetitive loss structures. The County and all participating entities encourage development outside of the floodplain, and the impact for flood for the entire planning area is limited as facilities and services would be shut down for 24 hours or less, depending on the scale of the storm. 69 Page 172 of 1298 Brazos County FEMA _t_ Flood Hazard Designations Figure: 6.1 — Flooding Potential for Planning Area Source: FEMA3 70 Page 173 of 1298 Flood Zones (1% Chance) Brazos 1PCT Depth Band 1 (Gray) <= lft lft - 2ft 2ft-3ft 3ft-oft �4ft-5ft > 5.ft Navasota 1PCT Depth Band 1 (Gray) <= lft 1ft - 2ft 2ft - 3ft 3ft-4ft �4ft-5ft > 5ft Creek Roads TAMU Jurisdictions Q Bryan Q College Station Q Kurten Q Wixon Valley County Figure 6.2- Brazos County 1% Flood Zones to include the cities of Bryan, College Station and TAMU Source: FEMA 71 Page 174 of 1298 Flood Zones (1% Chance) Brazos 1PCT Depth Band 1 (Gray) <= lft lft - 2ft 2ft-3ft 3ft-oft �4ft-5ft > 5.ft Navasota 1PCT Depth Band 1 (Gray) <= lft lft - 2ft 2ft - 3ft 3ft-4ft �4ft-5ft > 5ft Creek Roads Jurisdictions Q Bryan Q Kurten Q Wixon Valley County I 1 Figure 6.3 — Brazos County 1% Flood Zones to include the cities of Kurten and Wixon Valley Source: FEMA 72 Page 175 of 1298 Figure 6.4- Brazos County 1% Flood Zones to include College Station Flood Zones (1% Chance) Brazos 1PCT Depth Band 1 (Gray) <= lft lft - 2ft 2ft - 3ft 3ft - 4ft 4ft - 5ft > 5.ft Navasota 1PCT Depth Band 1 (Gray) <= lft Olft-2ft J 2ft - 3ft J3ft -4ft I 4ft-5ft > 5ft - Creek - Roads TAMU Jurisdictions Q Bryan 0 College Station County I I I I I Source: FEMA 73 Page 176 of 1298 Figure 6.5- Brazos County 1% Flood Zones Sothern Brazos County Flood Zones (1% Chance) Brazos 1PCT Depth Band 1 (Gray) <= lft lft - 2ft 2ft - 3ft 3ft - 4ft 4ft - 5ft > 5.ft Navasota 1PCT Depth Band 1 (Gray) <= lft Olft -2ft I J 2ft - 3ft I J 3ft - 4ft I 4ft-5ft > 5ft - Creek - Roads 0 TAMU Jurisdictions Q College Station 0 County I I I I Source: FEMA 74 Page 177 of 1298 Flood Zones (0.2% Chance) Brazos 0_2PCT Depth Band 1 (Gray) <= 1ft lft - 2ft I2ft -3ft 3ft - 4ft 4ft - 5ft > 5ft Navasota 0_2PCT Depth Band 1 (Gray) <= lft-2ft 2ft - 3ft 3ft - 4ft 4ft - 5ft > 5ft - Creek - Roads TAMU Jurisdictions Q Bryan College Station Q Kurten Q Wixon Valley County Figure 6.6- Brazos County 0.2% Flood Zones to include the cities of Bryan, College Station and TAMU Source: FEMA 75 Page 178 of 1298 Flood Zones (0.2% Chance) Brazos 0_2PCT Depth Band 1 (Gray) <= lft lft - 2ft I I2ft -3ft 3ft-oft = 4ft - 5ft > 5ft Navasota 0_2PCT Depth Band 1 (Gray) <= lft lft - 2ft 2ft - 3ft 3ft-4ft = 4ft - 5ft > 5ft Creek Roads Jurisdictions Q Bryan Q Kurten Q Wixon Valley County I 1 Figure 6.7 — Brazos County 0.2% Flood Zones to include the cities of Kurten and Wixon Valley Source: FEMA 76 Page 179 of 1298 Figure 6.8- Brazos County 0.2% Flood Zones to include College Station Flood Zones (0.2% Chance) Brazos 0_2PCT Depth Band 1 (Gray) <=1ft lft - 2ft I I2ft -aft 3ft-4ft 4ft - 5ft > 5ft Navasota 0_2PCT Depth Band 1 (Gray) <= lft lft - 2ft I J 2ft - 3ft I J3ft-4ft I 4ft-5ft > 5ft - Creek - Roads 0 TAMU Jurisdictions Q Bryan 0 College Station County I I I I I I Source: FEMA 77 Page 180 of 1298 Flood Zones (0.2% Chance) Brazos 0_2PCT Depth Band 1 (Gray) <=1ft lft - 2ft 1 12ft -3ft 3ft-4ft 4ft - 5ft > 5ft Navasota 0_2PCT Depth Band 1 (Gray) <= lft lft - 2ft 1 J 2ft - 3ft I J 3ft - 4ft 4ft-5ft > 5ft - Creek - Roads TAMU Jurisdictions Q College Station 0 County I I I I Figure 6.9- Brazos County 0.2% Flood Zones Sothern Brazos County Source: FEMA Major flooding and flash flooding events can have a substantial severity of impact to Brazos County and the participating entities. They can cause multiple deaths, shut down facilities for thirty days or more, and cause more than fifty percent of affected properties to be destroyed or suffer major damage3. The frequency of occurrence of flooding in the planning area is likely. Brazos County and participating entities have infrastructure and critical facilities that are vulnerable to floods. There are also residential structures that are vulnerable to flooding, and mitigation actions regarding those structures are addressed in Section 16 of this plan. 78 Page 181 of 1298 Previous Occurrences From January 1, 1994, through 2017, Brazos County has experienced more than 40 flooding incidents including flash flooding. A complete list of these events, as sourced from the National Weather Service4, is in Table: 6.1. Type Location Flash flooding Brazos Flash flooding/ flood Brazos Flash flood Bryan/ College Station Flash flood Flash flood Flash flood Flash flood Flooding, riverine Flash flood Flash flood Flooding, riverine Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Flash flood Countywide North Portion College Station College Station County College Station Countywide County Countywide Countywide Countywide Countywide Countywide Bryan Countywide Countywide Bryan College Station Bryan Countywide Date 10/16/1994 12/15/1994 09/21/1995 02/20/1997 10/13/1997 01/06/1998 10/17/1998 10/17/1998 10/18/1998 10/18/1998 11/12/1998 11/02/2000 11/03/2000 11/03/2000 11/03/2000 09/09/2001 07/14/2002 11/04/2002 02/20/2003 05/13/2004 06/15/2004 06/30/2004 11/22/2004 Deaths 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Injuries 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Property Damage ($) $5.0M 50K 5K 0 5K 0 5K 0 5K 0 5K 0 0 0 2K 0 15K 0 0 0 1.0M 0 25K 0 25K 0 1.0M 0 50K 0 20K 0 95K 0 8K 0 250K 0 55K 0 15K 0 0 0 Crop Damage ($) $50K 5K 79 Page 182 of 1298 Flash flood Bryan 05/01/2007 0 0 130K 0 Flash flood Countywide 12/15/2007 0 0 5K 0 Flash flood Bryan 04/25/2009 0 0 1K 0 Flash flood Bryan 06/09/2010 0 0 1K 0 Flash flood College Station 06/09/2010 0 0 0 0 Flash flood College Station 06/09/2010 0 0 0 0 Flash flood College Station 06/09/2010 0 0 0 0 Flash flood College Station 06/09/2010 0 0 0 0 Flash flood College Station 02/03/2012 0 0 100K 0 Flash flood Bryan (Edge) 02/03/2012 0 0 2K 2K Flash flood Bryan 05/09/2013 0 0 10K 0 Flash flood College Station 09/28/2013 0 0 0 0 Flash flood Bryan 06/25/2014 0 0 0 0 Flash flood College Station 07/17/2014 0 0 50K 0 Flash flood Bryan 09/12/2014 0 0 3K 0 Flash flood Bryan 05/25/2015 0 0 5K 0 Flash flood Bryan 10/24/2015 0 0 0 0 Flash flood College Station 12/27/2015 0 0 0 0 Flash flood County Wide 05/26/2016 0 0 100K 0 Flood County Wide 08/24/2017- 08/28/2017 0 0 TBD 0 Table 6.1 — Flooding Incidents in Brazos County Source: National Weather Service4 Future Probability Texas consistently outranks other states in deaths and damage from floods with more than 200 flood -related deaths between 2010 and 2022. From 2012 to 2022, Texas experienced over 500 flash floods as well as three 100-year floods4. Based on recorded historical occurrences and extent within the Brazos County planning area, including all participating entities, flooding is highly likely, and an incident will likely occur within the next year. According to Risk Factor, 4,981 properties in Brazos County are likely to be severely affected by flooding over the next 30 years'. Climate Change Projections for two long-term climate scenarios were calculated using Climate Explorer data6 for number of days with greater than 3 inches of precipitation. One scenario describes a future in which humans stop increasing harmful emissions by 2040 and then continue to reduce emissions 80 Page 183 of 1298 through the end of the century (Lower Emissions)7. The second scenario describes a future in which harmful emissions continue to increase through the end of the century (Higher Emissions)7. Another source was examined to determine the impacts of climate change on river flooding. The Environmental Protection Agency (EPA)8 developed an interactive map that examines the historical magnitude and frequency of river flooding in the U.S. since 1965 and climate change indicators during the same time. The data is consistent with the Climate Explorer data in that it shows little to no change in magnitude and frequency for river flooding8. However, climate change could influence some or all the factors that contribute to erosion. Several hazards were examined for effects of climate change in other hazard chapters. These hazards each play a unique role in the riverine erosion process. For example, extended periods of drought can cause vegetation root density to decrease and trees to die off during a dry season making the soil more susceptible to erosion and the trees more vulnerable to falling in the stream and creating logjams when a flood eventually comes. With multiple factors influencing riverine erosion to consider, climate change could increase risks of riverine erosion for the Planning Area for the next 80 years'. Infectious Disease and Risk Floodwater contains many things that may harm health. We don't know exactly what is in floodwater at any given point in time10. Floodwater can contain: • Downed power lines. • Human and livestock waste. • Household, medical, and industrial hazardous waste (chemical, biological, and radiological). • Coal ash waste that can contain carcinogenic compounds such as arsenic, chromium, and mercury. • Other germs and contaminants that can lead to illness. • Physical objects such as lumber, vehicles, and debris. • Wild or stray animals such as rodents and snakes can be forced into non -flooded areas. Exposure to contaminated floodwater can cause: • Wound infections • Skin rash • Gastrointestinal illness • Tetanus • Leptospirosis • Melioidosis (along the Gulf Coast) It is important to protect yourself from exposure to floodwater regardless of the source of contamination. The best way to protect yourself is to stay out of the water10 If you come in contact with floodwater: 81 Page 184 of 1298 • Wash the area with soap and clean water as soon as possible. If you don't have soap or water, use alcohol -based wipes or sanitizer. • Take care of wounds and seek medical attention if necessary. • Wash clothes contaminated with flood or sewage water in hot water and detergent before reusing them. If you must enter floodwater, wear rubber boots, rubber gloves, and goggles'° Other hazards that can be introduced during flooding and the receding of floodwater are: • Unsafe food —Floodwaters contain disease -causing bacteria, dirt, oil, human and animal waste, and farm and industrial chemicals. Their contact with food items, including food crops in agricultural lands, can make that food unsafe to eat. Refrigerated and frozen foods are affected during power outages caused by flooding. Foods in cardboard, plastic bags, jars, bottles, and paper packaging may be unhygienic with mold contamination10 • Contaminated drinking and washing water and poor sanitation —Flooding impairs clean water sources with pollutants. The pollutants also saturate into the groundwater. Flooded wastewater treatment plants can be overloaded, resulting in backflows of raw sewage. Private wells can be contaminated by floodwater. Private sewage disposal systems can become a cause of infection if they overflow10 • Mosquitoes and animals —Floods provide new breeding grounds for mosquitoes in wet areas and stagnant pools. The public should dispose of dead animals that can carry viruses and diseases only in accordance with guidelines issued by local animal control authorities. Leptospirosis—a bacterial disease associated predominantly with rats (but can be often found in standing water) —often accompanies floods in every country, although the risk is low in industrialized regions unless cuts or wounds have direct contact with disease -contaminated flood waters or animals10 • Mental stress and fatigue —People who live through a devastating flood can experience long-term psychological impact. The expense and effort required to repair flood -damaged homes places severe financial and psychological burdens on the people affected. Post - flood recovery can cause anxiety, anger, depression, lethargy, hyperactivity, and sleeplessness. There is also a long-term concern among the affected that their homes could be flooded again in the future10 Current loss estimation models such as Hazus are not equipped to measure public health impacts such as these. Hazus is a nationally standardized risk modeling methodology.14 Hazus identifies areas with high risk for natural hazards and estimates physical, economic, and social impacts of earthquakes, hurricanes, floods, and tsunamis.14 The Hazus Program is managed by FEMA.14 The best preparation for these effects includes awareness that they can occur, education of the public on prevention, and planning to deal with them during responses to flood events10 • Poor hygiene. • Overcrowding in shelters. 82 Page 185 of 1298 Possible Disease Outbreaks Waterborne diseases: Norovirus Norovirus is a very contagious virus that causes vomiting and diarrhea. Anyone can get infected and sick with norovirus. Norovirus is sometimes called the "stomach flu" or "stomach bug". However, norovirus illness is not related to the flu, which is caused by influenza virus10 Rotavirus Rotavirus is a contagious gastrointestinal (GI) infection that causes inflammation of the stomach and intestines (gastroenteritis). This can lead to severe diarrhea and vomiting, especially in young children. Kids tend to get rotavirus during the winter and spring. It spreads when they come in contact with the poop (stool) of someone who has it and then touch their own mouth10 Hepatitis A and E Hepatitis A accounts for 20 percent to 25 percent of hepatitis cases in developed countries. Hepatitis A is usually transmitted through the fecal -oral route, meaning a person somehow ingests contaminated feces from an infected person. If an infected person did not wash his or her hands properly after using the bathroom, the disease may spread from the person's hands. The incubation period is two to six weeks, during which the infected individual is contagious. Another cause of hepatitis A is eating shellfish harvested from contaminated water10 Hepatitis E, also called enteric hepatitis (enteric means related to the intestines), is similar to hepatitis A, and more prevalent in Asia and Africa. It is also transmitted through the fecal -oral route. It is generally not fatal, though it is more serious in women during pregnancy and can cause fetal complications. Most patients with hepatitis E recover completely'° The prognosis for hepatitis A patients is excellent with self-limiting courses, and recovery is complete. About 85 percent of people with hepatitis A recover within three months, and almost all recover within six months10 When hearing about hepatitis A, many people think about contaminated food and water. However, in the United States, hepatitis A is more commonly spread from person to person15 Since March 2017, CDC's Division of Viral Hepatitis (DVH) has been assisting multiple state and local health departments with hepatitis A outbreaks, spread through person -to -person contact15. The following groups are at highest risk for acquiring HAV infection or developing serious complications from HAV infection in these outbreaks and should be offered the hepatitis A vaccine in order to prevent or control an outbreak15: • People who use drugs (injection or non -injection). • People experiencing unstable housing or homelessness. 83 Page 186 of 1298 • Men who have sex with men (MSM). • People who are currently or were recently incarcerated. • People with chronic liver disease, including cirrhosis, hepatitis B, or hepatitis C. Cholera Cholera is an acute, diarrheal illness caused by infection of the intestine with the toxigenic bacterium Vibrio cholerae. An estimated 1.3 to 4 million people around the world get cholera each year and 21,000 to 143,000 people die from it. People who get cholera often have mild symptoms or no symptoms, but cholera can be severe. Approximately 1 in 10 people who get sick with cholera will develop severe symptoms such as watery diarrhea, vomiting, and leg cramps. In these people, rapid loss of body fluids leads to dehydration and shock. Without treatment, death can occur within hours10 Cholera bacterium is usually found in water or in foods that have been contaminated by feces (poop) from a person infected with cholera bacteria. Cholera is most likely to occur and spread in places with inadequate water treatment, poor sanitation, and inadequate hygiene10 Cholera bacteria can also live in the environment in brackish rivers and coastal waters. Shellfish eaten raw have been a source of infection. Rarely, people in the U.S. have contracted cholera after eating raw or undercooked shellfish from the Gulf of Mexicolo Typhoid Typhoid fever and paratyphoid fever are similar diseases caused by bacteria. Salmonella Typhi bacteria causes typhoid fever. Salmonella Paratyphi bacteria causes paratyphoid fever'° People infected with these bacteria can spread them to others. This typically happens when an infected person uses the bathroom and does not wash their hands. The bacteria can stay in their hands and contaminate everything that the person touches, including food and drinkslo Typhoid fever and paratyphoid fever cause similar symptoms. People with these diseases usually have a fever that can be as high as 103 to 104°F (39 to 40°C). They also may have weakness, stomach pain, headache, diarrhea or constipation, cough, and loss of appetite. Some people have a rash of flat, rose-colored spots. Internal bleeding and death can occur but are rare10 Choose food and drinks carefully1o: • Only eat foods that are cooked and served hot. • Avoid food that has been sitting on a buffet. • Eat raw fruits and vegetables only if you have washed them in clean water or peeled them. • Only drink beverages from factory -sealed containers. • Avoid ice because it may have been made from unsafe water. • Only drink pasteurized milk. 84 Page 187 of 1298 • Wash your hands often with soap and water for 20 seconds, especially after using the bathroom and before eating. • If soap and water are not readily available, use an alcohol -based hand sanitizer with at least 60% alcohol. • Keep your hands away from your face and mouth. Vector -borne diseases: Yellow Fever Yellow fever is an epidemic -prone mosquito -borne vaccine preventable disease that is transmitted to humans by the bites of infected mosquitoes. Yellow fever is caused by an arbovirus (a virus transmitted by vectors such mosquitoes, ticks, or other arthropods) transmitted to humans by the bites of infected Aedes and Haemagogus mosquitoes9. These day -biting mosquitoes breed around houses (domestic), in forests or jungles (sylvatic), or in both habitats (semi -domestic). Yellow fever is a high -impact high -threat disease, with risk of international spread, which represents a potential threat to global health security9. The incubation period for yellow fever is 3 to 6 days. Many people do not experience symptoms. Common symptoms include fever, muscle pain, headache, loss of appetite, nausea or vomiting. In most cases, symptoms disappear after 3 to 4 days9. A small percentage of patients enter a second, more toxic phase within 24 hours of recovering from initial symptoms. High fever returns and several body systems are affected, usually the liver and the kidneys. In this phase, people are likely to develop jaundice (yellowing of the skin and eyes, hence the name yellow fever), dark urine, and abdominal pain with vomiting. Bleeding can occur from the mouth, nose, eyes, or stomach. Half of the patients who enter the toxic phase die within 7-10 days9. Climate change has long been seen to increase the burden of mosquito -borne diseases such as dengue and malaria. Warmer, wetter weather provides mosquitoes with larger habitats, and enables them to infest places they were previously unable to thrive in. There is already strong evidence that climate change will alter the habitat and global spread of Aedes aegypti, which will inevitably affect the way it transmits the yellow fever virus16 West Nile Fever West Nile virus (WNV) is the leading cause of mosquito -borne disease in the continental United States. It is most spread to people by the bite of an infected mosquito. Cases of WNV occur during mosquito season, which starts in the summer and continues through fall. There are no vaccines to prevent or medications to treat WNV in people. Fortunately, most people infected with WNV do not feel sick. About 1 in 5 people who are infected develop a fever and other symptoms. About 1 out of 150 infected people develop a serious, sometimes fatal, illness. You can reduce your risk of WNV by using insect repellent and wearing long-sleeved shirts and long pants to prevent mosquito bites10 85 Page 188 of 1298 No symptoms in most people. Most people (8 out of 10) infected with West Nile virus do not develop any symptoms. Febrile illness (fever) in some people. About 1 in 5 people who are infected develop a fever with other symptoms such as headache, body aches, joint pains, vomiting, diarrhea, or rash. Most people with febrile illness due to West Nile virus recover completely, but fatigue and weakness can last for weeks or months. Serious symptoms in a few people. About 1 in 150 people who are infected develop a severe illness affecting the central nervous system such as encephalitis (inflammation of the brain) or meningitis (inflammation of the membranes that surround the brain and spinal cord). Symptoms of severe illness include high fever, headache, neck stiffness, stupor, disorientation, coma, tremors, convulsions, muscle weakness, vision loss, numbness, and paralysis'° Severe illness can occur in people of any age; however, people over 60 years of age are at greater risk for severe illness if they are infected (1 in 50 people). People with certain medical conditions, such as cancer, diabetes, hypertension, kidney disease, and people who have received organ transplants, are also at greater risk. Recovery from severe illness might take several weeks or months. Some effects to the central nervous system might be permanent. About 1 out of 10 people who develop severe illness affecting the central nervous system diem. Dengue Dengue viruses are spread to people through the bite of an infected Aedes species (Ae. aegypti or Ae. albopictus) mosquito Almost half of the world's population, about 4 billion people, live in areas with a risk of dengue. Dengue is often a leading cause of illness in areas with risk10 About one in four people infected with dengue will get sick. For people who get sick with dengue, symptoms can be mild or severe. Severe dengue can be life -threatening within a few hours and often requires care at a hospital. The most common symptom of dengue is fever with any of the following: Nausea, Vomiting, Rash, Aches, and pains (eye pain, typically behind the eyes, muscle, joint, or bone pain). Symptoms of dengue typically last 2-7 days. Most people will recover after about a weeklo Respiratory diseases: Influenza Associated risks between flooding and increased influenza diagnoses were geographically specific, with the greatest risk in the most densely populated areas. Flu is a contagious respiratory illness caused by influenza viruses that infect the nose, throat, and sometimes the lungs. It can cause mild to severe illness, and at times can lead to death. Influenza (flu) can cause mild to severe illness, and at times can lead to death. Flu symptoms usually come on suddenly. People who have flu often feel some or all these symptoms1o: • Fever* or feeling feverish/chills. • Cough. • Sore throat. • Runny or stuffy nose. • Muscle or body aches. 86 Page 189 of 1298 • Headaches. • Fatigue (tiredness). • Some people may have vomiting and diarrhea, though this is more common in children than adults. *It's important to note that not everyone with flu will have a fever. Respiratory Syncytial Virus Infection (RSV) Respiratory Syncytial Virus, or RSV, is a common respiratory virus that usually causes mild, cold -like symptoms. Most people recover in a week or two, but RSV can be serious. Infants and older adults are more likely to develop severe RSV and need hospitalization'° People infected with RSV usually show symptoms within 4 to 6 days after getting infected. Symptoms of RSV infection usually include: • Runny nose. • Decrease in appetite. • Coughing. • Sneezing. • Fever. • Wheezing. **These symptoms usually appear in stages and not all at once. In very young infants with RSV, the only symptoms may be irritability, decreased activity, and breathing difficulties'° COVID-19 COVID-19, also called coronavirus disease 2019, is a sickness caused by a virus called severe acute respiratory syndrome coronavirus 2 (SARS-CoV 2). This virus is a coronavirus. Coronavirus is a family of viruses that can cause illnesses such as the common cold, severe acute respiratory syndrome (SARS) and Middle East respiratory syndrome (MERS). Many people with COVID-19 have mild to moderate symptoms and can recover on their own. But COVID-19 can serious illness and lead to death in some people. People at higher risk include older adults, and the risk increases with age. Also at higher risk for serious illness are people with existing medical conditions. Symptoms of coronavirus disease 2019 (COVID-19) may appear 2 to 14 days after exposure. This time after exposure and before having symptoms is called the incubation period. You can still spread COVID-19 before you have symptoms. This is called presymptomatic transmission. Common symptoms can includelo: • Fever. • Cough. • Tiredness. • Early symptoms of COVID-19 may include a loss of taste or smell. 87 Page 190 of 1298 Other symptoms may include i o: • Shortness of breath or difficulty breathing. • Muscle aches. • Chills. • Sore throat. • Runny nose. • Headache. • Chest pain. • Pink eye (conjunctivitis). • Nausea. • Vomiting. • Diarrhea. • Rash. **This list isn't complete. Children have similar symptoms to adults and generally have mild illness. The severity of COVID-19 symptoms can range from very mild to severe. Some people may have only a few symptoms. Some people may have no symptoms at all but can still spread it. This is called asymptomatic transmission10 Other Diseases: Tetanus Tetanus is an infection caused by bacteria called Clostridium tetani. When these bacteria enter the body, they produce a toxin that causes painful muscle contractions. Another name for tetanus is "lockjaw". It often causes a person's neck and jaw muscles to lock, making it hard to open the mouth or swallow10 The spores can get into someone's body through broken skin, usually through injuries. Tetanus bacteria are more likely to infect certain breaks in the skin. These includeto: • Wounds contaminated with dirt, feces (poop), or saliva (spit). • Puncture wounds (wounds caused by an object, like a nail or needle, breaking the skin). • Burns. • Crush injuries (injury to a body part due to pressure from another object or being squeezed between two heavy objects). • Injuries with dead tissue. • Insect bites. Public Health Response Activities Before, During, and After Floods": • Vector control programs in flood prone areas. • Vaccination programs for preventable diseases in areas susceptible to and other natural disasters 88 Page 191 of 1298 • Rapid risk assessment and data collection to identify interventions needed. • Designation of evacuation sites for healthcare facilities and Long -Term Care Facilities affected by flooding. • Provision of shelters, nutrition, water, hygiene, and sanitation facilities. • Provision of disease prevention and control measures including insecticide sprays and repellents, masks, hand sanitizers. • Protective clothing against insect bites. Water -borne and respiratory infections Acute 0-7 days Rodent -borne Mid-term 1-4 weeks Vector -borne long-term >4weeks Figure: 6.2 — Incubation Periods for Waterborne, Respiratory, Rodent, and Vector borne Illnesses Source: WHO9 Risk of Disease Outbreaks in Flood Disasters. For flooding, BCHD has access to supplies of mosquito larvicide dunks that can be placed throughout the community by BCHD that can help control the population of mosquitoes" In the days leading up to a hurricane, tornado, or flood, BCHD can do a landing rate count and then after the event do the same study". The Landing Rate Count (LRC) is a measurement of the density of adult mosquitoes attempting to land on a person over a short period of time (i.e., 1 minute)". This is a way to quantify the effect of the flood on the mosquito population and to decide if treatment is needed. This is all accomplished through grants as well as state and federal funds, as they become available after a disaster" Potential Damages and Losses Potential annualized losses and damages are estimated by multiplying the exposed values by the probability of a 100-year flood event. The following Table: 6.2, currently shows the potential impacts of riverine flooding on critical facilities and infrastructure within the planning area. Entity Total Exposure Annualized Loss (Residential) Annualized Annualized Total Loss Loss Annualized (Commercial) (Industrial) Loss* 89 Page 192 of 1298 Brazos County $376,450 $1,395,480 $172,623 $26,231 $1,625,501 Bryan $922,068 $1,522,547 $2,211,071 $216,362 $3,981,457 College Station $1,308,451 $3,693,291 $1,830,204 $125,288 $5,649,848 Wixon Valley $1,017 $3,671 $0 $0 $4,392 Kurten $4,555 $19,402 $0 $0 $19,667 Table: 6.2 - Probability of 100-Year Flood Cost *Rounded to the nearest dollar* Source: Brazos County HMAP (2019-2024)12 The following Table: 6.3 shows the potential wet exposure in the event of a 100-year riverine flood: Bryan College Station Wixon Valley Brazos Kurten County Total* Residential Parcels 1858 692 0 18 3,484 Residential Value $441,289 $274,347 0 $4,329 $1.49m Rental Parcels 113 77 0 0 192 Rental Value $101,544 $754,779 0 0 $858,886 Commercial Parcels 287 191 0 0 508 Commercial Value $631,620 $601,215 0 0 $1.3m Industrial Parcels 16 2 0 0 24 Industrial Value $58,165 $34,217 0 0 $104,041 Table: 6.3 -100-Year Riverine Flood Cost *Includes Navasota and unincorporated areas* Source: Brazos County HMAP (2019-2024)12 Extent The severity of a flood event is determined by a combination of several factors including stream and river basin topography and physiography; precipitation and weather patterns; recent soil moisture conditions; and degree of vegetative clearing and a dense surface. Typically, floods are long-term events that may last for several days3. Determining the intensity and magnitude of a flood event is dependent upon the flood zone and location of the flood hazard area in addition to depths of flood waters. The extent of flood damage can be expected to be more damaging in the areas that will spread across a base flood. FEMA categorizes areas on the terrain according to how the area will spread flood water. Flood zones are the categories that are mapped on Flood Insurance Rate Maps. Table 6.4 provides a description of FEMA flood zones and the flood impact in terms of severity or potential harm. Flood Zones A, AE and X are the only hazard areas mapped in the region. Figures 6.1 through 90 Page 193 of 1298 Intensity Zone Description HIGH ZONE A Areas with a one percent annual chance of flooding and a 26 percent chance of flooding over the life of a 30-year mortgage. Because detailed analyses are not performed for such areas, no depths or base flood elevations are shown within these zones. ZONE Al- 30 These are known as numbered A Zones (e.g., A7 or A14). This is the base floodplain where it shows a Base Flood Elevation (BFE) (old format). ZONE AE The base floodplain where base flood elevations are provided. AE Zones are now used on the new format FIRMs instead ofAl-A30 Zones. ZONE AO River or stream flood hazard areas and areas with a one percent or greater chance of shallow flooding each year, usually in the form of sheet flow, with an average depth ranging from one to three feet. These areas have a 26 percent chance of flooding over the life of a 30-year mortgage. Average flood depths derived from detailed analyses are shown within these zones. ZONE Allderived Areas with a one percent annual chance of shallow flooding, usually in the form of a pond, with an average depth ranging from one to three feet. These areas have a 26 percent chance of flooding over the life of a 30-year mortgage. Base flood elevations from detailed analyses are shown at selected intervals within these zones. ZONE A99 Areas with a one percent annual chance of flooding will be protected by a federal flood control system where construction has reached specified legal requirements. No depths or base flood elevations are shown within these zones. ZONE AR Areas with a temporarily increased flood risk due to the building or restoration of a flood control system (such as a levee or a dam). Mandatory flood insurance purchase requirements will apply, but rates will not exceed the rates for unnumbered A zones if the structure is built or restored in compliance with Zone AR floodplain management regulations. HIGH COASTAL ZONE VE, V1-30 Coastal areas with a 1% or greater chance of flooding and an additional hazard associated with storm waves. These areas have a 26 percent chance of flooding over the life of a 30- year mortgage. No base flood elevations are shown within these zones. MODERATE TO LOW ZONE X 500 An area inundated by 500-year flooding; an area inundated by 100-year flooding with average depths of less than one foot or with drainage areas less than one square mile; or an area protected by levees from 100-year flooding. 6.4 should be read in conjunction with the extent for flooding to determine the intensity of a potential flood event3. Flood maps show how likely it is for an area to flood. Any place with a 1% chance or higher chance of experiencing a flood each year is considered to have a high risk. Those areas have at least a one -in -four chance of flooding during a 30-year period3. Table: 6.4 - Flood Zone Designators - FEMA flood zones and the flood impact'. 91 Page 194 of 1298 Zone A is interchangeably referred to as the 100-year flood, the one percent -annual chance flood, the Special Flood Hazard Area (SFHA), or more commonly, the base flood. This is the area that will convey the base flood and constitutes a threat to the planning area. The impact from a flood event can be more damaging in areas that will spread across a base flood. Structures built in the SFHA are subject to damage by rising waters and floating debris. Moving flood water exerts pressure on everything in its path and causes erosion of soil and solid objects. Utility systems, such as heating, ventilation, air conditioning, fuel, electrical systems, sewage maintenance systems and water systems, if not elevated above base flood elevation, may also be damaged. The intensity and magnitude of a flood event is also determined by the depth of flood water. This year (2024) 9.99% of properties in Brazos County have a risk of flooding. In 30 years, 9.98% of properties in Brazos County will have flooding5. Figure: 6.3 below shows a comparison for the USA, Texas, Port Arthur, and Brazos County. In addition to property damage, flooding can also cut off access to utilities, emergency services, transportation, and may impact the overall economic well-being of an area. Overall, Brazos County has a minor -moderate risk of flooding over the next 30 years, which means flooding is likely to impact day-to-day life within the community. This is based on the level of risk the properties face rather than the proportion of properties with risks. Percent of properties at risk from flooding I20% 99_6% I00% 80% 99-5% 99.6% t Port Arthur 60% + Texas t USA 40% -r Brazos County 2 S_8% 25.8% 2 5.8% 20% r — a 9.9% 9.8% 9.8% 0% This year In 15 years In 30 years Figure: 6.3 — Extent for current and future flooding events in Brazos County 5. A flood exposure analysis was performed to guide the Lower Brazos Regional Flood Plan by establishing a consistent measure of flood hazard within the basin. The analysis considered vulnerability, land use, estimated precipitation data, and constructed drainage -related infrastructure18. Datasets of hydrologic and hydraulic modeling and flood risk mapping from various sources were collected and compiled together to create a comprehensive, continuous set of the best available existing flood risk data for the Lower Brazos Planning Region. The compiled mapping included both the 1 percent and 0.2 percent annual chance event (ACE) storms. The sources of the flood risk datasets included the United States Army Corps of Engineers (USACE), United States Geological Survey (USGS), Federal Emergency Management 92 Page 195 of 1298 r, LF Me , fr y, ! r r r aleernr 1 s. • ��Qq6. Ir �� _ :lo , �r r M ! c' i k~1 J 1 f4 1 # 1 I ivir �1 sr rl r r r •y l �'' ' y 1 - 1Nt, • Lp1e4e fSiam+ r M1l,l1 S1,. rI f \,0111er. LIe rL+' r. r: avasota 16 . 1 s 1 foot > 1 to 2 feet Agency (FEMA), and the Texas Water Development Board (TWDB). These different datasets were prioritized based on the quality and coverage extents to determine which information to use when the datasets were overlapping18. The extent of the flood hazard areas is estimated to increase by 10 percent in the Lower Brazos Planning Region in the next 30 years if no action is taken. As with existing conditions, additional studies are 4 to 5 feet needed to develop comprehensive, consistent, and up-to-date future flood risk data across the region18. Figure 6.4 shows the Z to 3 feet> 5 feet flood depth for FEMA Region 6, specifically Brazos County and its participating entities19. This is the estimated water depths above land surface during a 1% annual chance storm event19. There are no areas of costal influence19 3 to 4 feet Figure: 6.4 — FEMA Region 6 Flood Depth Map (Estimated Base Flood Elevation). (Topographical and Base Map are shown) Legend shows the estimated water depths above land surface that can occur during a calendar year. For more information please visit: https://webapps.usgs.gov/infrm/estbfe/ Assessment of Impacts Flooding is the deadliest natural disaster that occurs in the U.S. each year, and it poses a constant and significant threat to the health and safety of the people in the Brazos County planning area. Impacts to the planning area can include: 93 Page 196 of 1298 ➢ Flood -related rescues may be necessary at swift and low water crossings or in flooded neighborhoods where roads have become impassable, placing first responders in harm's way. ➢ Evacuations may be required for entire neighborhoods because of rising floodwaters, further taxing limited response capabilities and increasing sheltering needs for displaced residents. ➢ Health risks and threats to residents are elevated after the flood waters have receded due to contaminated flood waters (untreated sewage and hazardous chemicals) and mold growth typical in flooded buildings and homes. ➢ Significant flood events often result in widespread power outages increasing the risk to more vulnerable portions of the population who rely on power for health and/or life safety. ➢ Extended power outage can result in an increase in structure fires and/or carbon monoxide poisoning as individuals attempt to cook or heat their home with alternate, unsafe cooking or heating devices, such as grills or the misuse of generators. ➢ Floods can destroy or make residential structures uninhabitable, requiring shelter or relocation of residents in the aftermath of the event. ➢ First responders are exposed to downed power lines, contaminated and potentially unstable debris, hazardous materials, and generally unsafe conditions, elevating the risk of injury to first responders and potentially diminishing emergency response capabilities. ➢ Emergency operations and services may be significantly impacted due to damaged facilities. ➢ Significant flooding can result in the inability of emergency response vehicles to access areas of the community. ➢ Critical staff may suffer personal losses or otherwise be impacted by a flood event and unable to report for duty, limiting response capabilities. ➢ City or county departments may be flooded, delaying response and recovery efforts for the entire community. ➢ Private sector entities that the jurisdiction and its residents rely on, such as utility providers, financial institutions, medical care providers (including dialysis and long-term care facilities) may not be fully operational and may require assistance from neighboring communities until full services can be restored. ➢ Damage to infrastructure may slow economic recovery since repairs may be extensive and lengthy. 94 Page 197 of 1298 ➢ Some businesses not directly damaged by the flood may be negatively impacted while utilities are being restored or water recedes, further slowing economic recovery. ➢ When the community is affected by significant property damage it is anticipated that funding would be required for infrastructure repair and restoration, temporary services and facilities, overtime pay for responders, and normal day- to-day operating expenses. ➢ Displaced residents may not be able to immediately return to work, further slowing the economic recovery. ➢ Residential structures substantially damaged by a flood may not be rebuilt for years and uninsured or underinsured residential structures may never be rebuilt, reducing the tax base for the community. ➢ Large floods may result in a dramatic population fluctuation, as people are unable to return to their homes or jobs and must seek shelter and/or work outside of the affected area. ➢ Businesses that are uninsured or underinsured may have difficulty reopening, which results in a net loss of jobs for the community and a potential increase in the unemployment rate. ➢ Flooding may cause significant disruptions of clean water and sewer services, elevating health risks and delaying recovery efforts. ➢ The psycho -social effects on flood victims and their families can traumatize them for long periods of time, creating long term increases in medical treatment and services. ➢ Extensive or repetitive flooding can lead to decreases in property value for the affected community. ➢ Flood poses a potential catastrophic risk to annual and perennial crop production and overall crop quality leading to higher food costs. ➢ Flood related declines in production may lead to an increase in unemployment. ➢ Large floods may result in loss of livestock, potential increased livestock mortality due to stress and water borne disease, and increased cost for feed. The overall extent of damage caused by floods is dependent on the extent, depth and duration of flooding, and the velocities of flows in the flooded areas. The effects of the growing population increase the risk of and exposure to floods due to increased development and impervious surfaces. Such development changes water flow patterns increasing the size of the flood prone areas. Additionally, populations that previously had not experienced flooding in the past may be at risk for future flooding. 95 Page 198 of 1298 The level of preparedness and pre -event planning done by government, businesses, and citizens will contribute to the overall economic and financial conditions in the aftermath of a flood event. National Flood Insurance Program (NFIP) Participation According to FEMA13, jurisdictions participate in the NFIP by adopting and enforcing floodplain management ordinances to reduce future flood damage. In exchange, the NFIP makes federally backed flood insurance available to homeowners, renters, and business owners in these communities. Community participation in the NFIP is voluntary13 Brazos County and the cities of Bryan, College Station, and Wixon Valley currently participate in the NFIP and have adopted NFIP minimum floodplain management criteria via local regulation. Brazos County and the cities of Bryan and College Station have adopted the latest effective Flood Insurance Rate Map. It should be noted that Wixon Valley participates in the NFIP but has no floodplain within the city limits. The City of Kurten does not currently participate in NFIP because there is no identified floodplain in its city limits. The cities of Bryan and College Station also participate in the NFIP's Community Rating System (CRS). This voluntary program provides policy holder discounts for community floodplain management activities that exceed the minimum NFIP requirements13 The designees or agencies implementing the commitments and requirements of NFIP are: • Brazos County- Road and Bridge • City of Bryan- Engineering • City of College Station- Planning and Development • City of Wixon Valley- Office of the Mayor These jurisdictions maintain their NFIP compliance by: • Requiring all new development in the identified flood hazard area to be permitted. • Requiring revisions to existing structures in the identified flood hazard area to be permitted. • Requiring elevation certificates to be submitted as part of the permitting process. • Persons looking to purchase flood prone property are being advised of the flood hazard area through credited hazard disclosure measures. • Continued preservation of open space in the floodplain. • Acquisition of existing structures from the floodplain. • Tracking building improvements and repairs to structures located in the identified flood hazard area. • Continued enforcement of stream dumping regulations. 96 Page 199 of 1298 Further, the NFIP program for all the participating entities promotes sound development in floodplain areas and includes provisions designed to13: ➢ Protect human life and health. ➢ Minimize expenditure of public money for costly flood control projects. ➢ Minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the public. ➢ Minimize prolonged business interruptions. ➢ Minimize damage to public facilities and utilities such as water and gas mains, electric, telephone and sewer lines, streets, and bridges located in floodplains. ➢ Help maintain a stable tax base by providing for the sound use and development of flood -prone areas in such a manner as to minimize future flood areas. ➢ Ensure that potential buyers are notified that property is in a flood area. ➢ Implement actions identified in their floodplain management plans following an event that causes substantial damage. The following table (6.5) shows participation in the NFIP by jurisdiction as well as the historical losses and payouts. Location Policies In Effect Total Coverage Historical Dollars Total Losses (In Thousands) Paid Brazos County 236 $68,635 34 $1,155,567 City of Bryan 503 $143,245.20 307 $4,406,382 City of College Station 641 $202,581 185 $1,082,188 Table: 6.5 - NFIP Participation in Planning Area (2021) Source: FEMA13 On an annual basis, each participating entity will review the list of NFIP insured structures that have been repetitively damaged by floods, to review mitigation actions that have been taken or could be taken; to minimize or prevent future damages. 97 Page 200 of 1298 References — Section 6 1. Brazos County Hazard Mitigation Action Plan (2012-2017). Brazos Valley Council of Government. httvs: //www.bvcog.ore/Portals/0/Brazos-Co-Mitigation-Plan-2012.vdf 2. NOAA. Severe Floods 101. httvs://wwwnssl.noaa.gov/education/svrwx101/floods/tvves/ 3. FEMA. Flood Insurance Rate Map (FIRM). httvs://www.fema.gov/glossarv/flood-insurance-rate-mav-firm 4. National Weather Service. Weather. httvs://wwwweather.gov/ 5. Climate Change. What will Climate Change Cost You? httvs: //riskfactor. com/ 6. National Environmental Monitoring Conference. Environmental Measurement. httvs://www.nemc.us/ 7. US Climate Change Resilience Toolkit. Climate Explorer. httvs://toolkit.climate.gov/tool/climate-explorer-0 8. US Environmental Protection Agency. Enviro-Atlas Interactive Map. https://wwwepa.gov/enviroatlas/enviroatlas- interactive-map 9. World Health Organization. Floods: How to protect your health. httvs://www.who.int/news-room/auestions-and- answers/item/how-do-i-vrotect-mv-health-in-a-flood 10. Centers for Disease Control and Prevention. Water, Sanitation, & Hygiene (WASH) -related Emergencies and Outbreaks. https://www.cdc.gov/healthywater/emergency/extreme-weather/floods-standingwaterhtml 11. Brazos County Health District. Main Page. httvs://www.brazoscountvtx.gov/161/Health-District 12. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.org 13. FEMA. National Flood Insurance Program. httvs://www.fema.gov/flood-insurance 14. FEMA. HAZUS Product. httvs://www.fema.gov/flood-mays/tools-resources/flood-mav-vroducts/hazus/about 15. Hepatitis in America. Person to Person Outbreaks. httvs://wwwcdc.gov/hevatitis/outbreaks/2017March-HevatitisA.htm 16. Yellow Fever. More people could be put at risk from yellow fever because of climate change. httvs://wwwgavi.org/vaccineswork/climate-change-could-vut-thousands-more-risk-vellow-fever 17. Landing Rate Count. Mosquito Landing Rate. httvs://evi.dnh.ncdhhs.gov/cd/vector/guidance/3-Hurricane-Florence- Landing-Rate-Instructions. docx 18. Wade, B. (2022). Region 8 — lower Brazos regional flood planning group. Texas Water Development Board. December 2022. 19. FEMA. Flood Depth. Brazos County. httvs://webavvs.usgs.gov/infrm/estbfe/ 98 Page 201 of 1298 Section 7 - Drought Hazard Description Drought is a period without substantial rainfall that persists from one year to the next. Drought is a normal part of virtually all climatic regions, including areas with high and low average rainfall. Drought is the consequence of anticipated natural precipitation reduction over an extended period, usually a season or more in length. Droughts can be classified as meteorological, hydrologic, agricultural, and socioeconomic. Keetch-Byram Drought Index2 and Palmer Drought Index6 Brazos County uses the Keetch-Byram Drought Index (KBDI)2 and the Palmer Drought Index6 to measure droughts. The Palmer Drought Index3 is used to measure the extent of drought by measuring the duration and intensity of long-term drought -inducing circulation patterns. The Keetch- Byram Drought Index (KBDI)2, Table: 7.1, is an index used to determine forest fire potential. The drought index is based on a daily water balance, where a drought factor is balanced with precipitation and soil moisture (assumed to have a maximum storage capacity of 8-inches) and is expressed in hundredths of an inch of soil moisture depletion. Long-term drought is cumulative, with the intensity of drought during the current month dependent upon the current weather patterns plus the cumulative patterns of previous months. The hydrological impacts of drought (e.g., reservoir levels, groundwater levels, etc.) take longer to develop. Table: 7.2 (Palmer Drought Index)6 depicts magnitude of drought, while Table: 7.3 (Palmer Drought Index)6 describes the classification descriptions. Drought is monitored nationwide by the National Drought Mitigation Center (NDMC)4 and the U.S. Drought Monitor3. Indicators are used to describe broad scale drought conditions across the United States and correspond to the intensity of drought. The U.S. Drought Monitor3 is one of the factors that is used to make decisions for the county, such as instituting a burn ban. The drought severity categories are defined as follows: QUICK FACTS Types of Droughts Meteorological Drought: The degree of dryness or departure of action participation from an expected average or normal amount based on monthly, seasonal, or annual time scales. Hydrologic Drought: The effects of precipitation shortfalls on stream flows and reservoir, lake, and groundwater levels. Agricultural Drought: Soil moisture deficiencies relative to water demands of plant life (usually crops). Socioeconomic Drought: The effect of demands for water exceeding the supply because of a weather -related shortfall. History Two Costliest Droughts in Brazos County: • August 1998 - $190.9m in crop and property damages • September 2000 — $102.3m in crop damages Source: The National Weather Service' 99 Page 202 of 1298 KBDI Values 0 - 200 200 - 400 400 - 600 600 - 800 Drought and Fire Potential Information Soil and fuel moisture is high. Most fuels will not contribute much to wildfire intensity. This is often seen in spring after winter precipitation. Fuels are beginning to dry and contribute to wildfire intensity. Heavier fuels will still not readily ignite and burn. This is often seen in late spring. Wildfire intensity begins to increase significantly. Wildfires will readily burn, and larger fuels could burn or smolder for several days. This is often seen in late summer and early fall. Wildfires will show extreme intensity. Deep -burning, intense wildfires with significant spotting can be expected. This is often associated with severe drought. Table: 7.1 - Keetch-Byram Drought Index Source: Texas A&M Forest Service' Drought Index Z Index Meteorological Hydrological Drought Condition Classifications Extreme Severe Moderate Normal Moderately Moist - 2.75 -2.00 to -1.25 to -1.24 to and below -2.74 -1.99 +.99 +1.00 to +2.49 - 4.00 -3.00 to -2.00 to and below -3.99 -2.99 -4.00 and below Very Moist +2.50 to +3.49 -1.99 to +2.00 to +3.00 to +1.99 +2.99 +3.99 -3.00 to -2.00 to -1.99 to +2.00 to +3.00 to -3.99 -2.99 +1.99 +2.99 +3.99 Extremely Moist n/a +4.00 and above +4.00 and above Table: 7.2 - Drought Classification - Palmer Index Source: National Drought Mitigation Center4 1 Category Description DO Abnormally Dry D1 Moderate Drought D2 Severe Drought D3 Extreme Drought D4 Exceptional Drought Possible Impacts Going into drought: short-term dryness slowing planting, growth of crops or pastures; fire risk above average. Coming out of drought: some lingering water deficits; pastures or crops not fully recovered. Some damage to crops, pastures; fire risk high; streams, reservoirs, or wells low, some water shortages developing, or imminent, voluntary water use restrictions requested. Crop or pasture losses likely; fire risk very high; water shortages common; water restrictions imposed. Major crop/pasture losses; extreme fire danger; widespread water shortages or restrictions. Exceptional and widespread crop/pasture losses; exceptional fire risk; shortages of water in reservoirs, streams, and wells, creating water emergencies. Palmer Drought Index -1.O to -1.9 -2.0 to -2.9 -3.O to -3.9 -4.0 to -4.9 -5.0 or less Table: 7.3 - Drought Classification Descriptions Source: National Drought Mitigation Center4 100 Page 203 of 1298 Hazardous Areas Droughts occur regularly throughout Texas and the Brazos County planning area and are a normal condition. However, they can vary greatly in their intensity and duration. The planning area has experienced abnormally dry to exceptional drought conditions numerous times throughout the years. There is no distinct geographic boundary for drought; therefore, it can occur throughout the Brazos County planning area, including all participating entities. Figure: 7.1 currently shows the areas that are prone to drought within the planning area. Intensity None DO (Abnormally Dry) D1 (Moderate Drought) D2 (Severe Drought) 03 (Extreme Drought) D4 (Exceptional Drought) j No Data Authors United States and Puerto Rico Author(s): Brad Pugh, NOAAICPC Pacific Islands and Virgin Islands Author(s): Anthony Artusa, NOAAINWSINCEPICPC Figure: 7.1 — Drought Map within Planning Area Source: US Drought Monitor' Previous Occurrences From January 1996 through July 2023, Brazos County experienced 13 drought events as seen on as seen on table 7.4, sourced through the National Drought Mitigation Center4 from 1996-2022. 101 Page 204 of 1298 Texas Percent Area in U.S. Drought Monitor Categories j . ry) D1 (Moderate Droughty MI D2 (xe ere Drought) D3 (Extreme Drought) El De (Exceptional Drought) Table: 7.4 - Drought Incidents, 1996-2023 Future Probability Source: National Drought Mitigation Center4 Droughts occur regularly in Texas but can vary greatly in their intensity and duration. On average, a year -long drought takes place somewhere in Texas every three years, and a multi -year major drought occurs in the state every 20 years]. Based on available records of historic events, there have been thirteen extended time periods of drought (ranging in length from approximately 30 days to over 1,100 days) within a 26-year reporting period, which provides a probability of one event every two to three years. This frequency supports a likely probability of future events for the entire Brazos County planning area. Figure: 7.2 shows the ranges of abnormally dry to exceptionally dry conditions for Texas from the US Drought Monitoring Website located at USDrought.gov5, currently. Location Countywide Countywide Countywide Countywide Countywide Countywide Date(s) 04/01/1996 — 06/01 /1996 05/01/1998- 08/01/1998 08/01/2000 — 09/01 /2000 07/01/2011- 08/01 /2011 06/14/2022 — 07/19/2022 2023 (undetermined) Deaths 0 0 0 0 0 0 Injuries 0 0 0 0 0 0 Property Damage 0 $23m 0 0 0 0 Crop Damage 0 $167.9m $102.3m 0 0 0 Totals 0 0 23m 270.20m Table: 7.5 - Percentage of Texas under drought conditions Source: US Drought Monitors Climate Change Climate change may increase the frequency or intensity of hazards over time8. Projections for two long term climate scenarios were calculated for dry days. Dry days are defined as the 102 Page 205 of 1298 number of days in a year that receive less than 0.01 inch of rain. From 1961 to 1990, the average number of dry days per year was 243. For these projections, two harmful emissions scenarios are assessed. One scenario describes a future in which humans stop increasing harmful emissions by 2040 and then continue to reduce emissions through the end of the century (Lower Emissions)8. The second scenario describes a future in which harmful emissions continue to increase through the end of the century. (Higher Emissions)8 The trend for the number of dry days per year is generally consistent over time and the two emission scenarios have only a slight impact on dry days in Brazos County and participating entities, over the next 80 years8. Infectious Disease and Risk The increases in global temperatures expand the geographical range of vector borne pathogens. All the current information on drought, infectious diseases, and risk (pages 68-71) was taken from the website: https://www.cdc.gov/nceh/drought/implications.htmll. (This website may become disabled as new information becomes available). Drought poses many far-reaching health implications. Some drought -related health effects occur in the short-term and can be directly observed and measured. But the slow rise or chronic nature of drought also can result in longer term, indirect health implications that are not always easy to anticipate or monitor" Drought can also cause long-term public health problems, including": • Shortages of drinking water and poor -quality drinking water • Impacts on air quality, sanitation and hygiene, and food and nutrition. • More diseases, such as West Nile Virus carried by mosquitoes breeding in stagnant water. Water" Reduced stream and river flows can increase the concentration of pollutants in water and cause stagnation. Higher water temperatures in lakes and reservoirs lead to reduced oxygen levels. These levels can affect fish and other aquatic life and water quality". Runoff from drought -related wildfires can carry extra sediment, ash, charcoal, and woody debris to surface waters, killing fish and other aquatic life by decreasing oxygen levels in the water. Many parts of the United States depend on groundwater as a primary source of water. Over time, reduced precipitation and increased evaporation of surface water mean that groundwater supplies are not replenished at a typical rate". Food and Nutrition" Drought can limit the growing season and create conditions that encourage insect and disease infestation in certain crops. Low crop yields can result in rising food prices and shortages, potentially leading to malnutrition. Drought can also affect the health of livestock raised for food. During drought, livestock can become malnourished, diseased, and die" 103 Page 206 of 1298 Air Quality" The dusty, dry conditions and wildfires that often accompany drought can harm health. Fire and dry soil and vegetation increase the number of particulates that are suspended in the air, such as pollen, smoke, and fluorocarbons. These substances can irritate the bronchial passages and lungs, making chronic respiratory illnesses like asthma worse. This can also increase the risk for acute respiratory infections like bronchitis and bacterial pneumonia" Other drought -related factors affect air quality, including the presence of airborne toxins originating from freshwater blooms of cyanobacteria. These toxins can become airborne and have been associated with lung irritation, which can lead to adverse health effects in certain populations" Sanitation and Hygiene" Having water available for cleaning, sanitation, and hygiene reduces or controls many diseases. Drought conditions create the need to conserve water, but these conservation efforts should not get in the way of proper sanitation and hygiene" Personal hygiene, cleaning, hand washing, and washing of fruits and vegetables can be done in a way that conserves water and reduces health risks. Installing low -flow faucet aerators in businesses and homes is one example of how to reduce water consumption while maintaining hand washing and other healthy hygienic behaviors" Recreational Risks" People who engage in water -related recreational activities during drought may be at increased risk for waterborne disease caused by bacteria, protozoa, and other contaminants such as chemicals and heavy metals. Exposure can occur through accidentally or intentionally swallowing water, direct contact of contaminants with mucous membranes, or breathing in contaminants"" Untreated surface water can be a health threat in drought conditions. In untreated surface waters, some pathogens, such as a type of amoeba (Naegleria fowleri), are more common during drought because low water levels may create warmer water temperatures that encourage their growth" As the levels of surface waters used for boating, swimming, and fishing drop, the likelihood of injury increases. Low water levels in lakes can put people at risk of life -threatening injuries resulting from diving into shallow waters or striking objects that may not be immediately visible while boating. Low surface water levels can also expose potentially dangerous debris from the bottom of lakes, rivers, and ponds" Infectious Disease" Increases in infectious disease can be a direct consequence of drought. 104 Page 207 of 1298 Viruses, protozoa, and bacteria can pollute both groundwater and surface water when rainfall decreases. People who get their drinking water from private wells may be at higher risk for drought -related infectious disease. Other groups also at increased risk include those who have underlying chronic conditions" Acute respiratory and gastrointestinal illnesses are more easily spread from person to person when hand washing is compromised by a perceived or real lack of available water. During water shortages, the risk for infectious disease increases when hygiene is not maintained" E. coli and Salmonella are examples of bacteria that during drought can more readily contaminate food and cause infectious disease. Food can serve as a vehicle for disease transmission during a drought because water shortages can cause farmers to use recycled water to irrigate their fields and process the food they grow. When used to grow crops, improperly treated water can cause a host of infectious diseases (such as those caused by toxin -producing E. coli and Salmonella), which can be life -threatening for people in high -risk groups. In addition, the likelihood of surface runoff, which can occur when rain fails to penetrate the dry and compacted soil that often accompanies drought, can cause the inadvertent contamination of crops" Other infectious disease threats arise when drought leads to the contamination of surface waters and other types of water that are used for recreational purposes. When temperatures rise and rainfall declines, people are more likely to participate in water -related recreation. Persons exposed to contaminated recreational waters are more likely to become infected with pathogens that thrive in the shallow warm waters that exist during drought conditions" Chronic Disease" Conditions associated with drought may negatively impact people who have certain chronic health conditions such as asthma and some immune disorders" Drought-related changes in air quality, such as increased concentrations of air particulates and airborne toxins resulting from freshwater algal blooms, can irritate the eyes, lungs, and respiratory systems of persons with chronic respiratory conditions" Changes in water quality, such as increased concentrations of contaminants, can threaten persons whose immune systems are compromised" Diseases Transmitted by Insects and Animals" In periods of limited rainfall, both human and animal behavior can change in ways that increase the likelihood of other vector borne diseases. For instance, during dry periods, wild animals are more likely to seek water in areas where humans live. These behaviors increase the likelihood of human contact with wildlife, the insects they host, and the diseases they carry" Drought reduces the size of water bodies and causes them to become stagnant. This provides additional breeding grounds for certain types of mosquitoes (for example, Culex pipiens). 105 Page 208 of 1298 Outbreaks of West Nile virus, which is transmitted to humans via mosquitoes, have occurred under such conditions. Inadequate water supply can cause people to collect rainwater. This can lead to collections of stagnant water that can become manmade mosquito breeding areas11 Potential Damages and Losses Drought impacts large areas and crosses jurisdictional boundaries. All existing and future buildings, facilities, and populations are exposed to this hazard and could potentially be impacted. However, drought impacts are mostly experienced in water shortages and crop/livestock losses on agricultural lands, infrastructure and may be affected by shifting/shrinking soil, within the area. In terms of vulnerability, population, agriculture, property, socioeconomics, and environment are all vulnerable to drought in the Brazos County planning area. Typical demand can deplete water resources during extreme drought conditions. As resources are depleted, potable water is in short supply and overall water quality can suffer, elevating health concerns for all residents but especially vulnerable populations — typically children, the elderly, and the ill. In addition, potable water is used for drinking, sanitation, patient care, sterilization, equipment, heating and cooling systems, and many other essential functions in medical facilities. The average person will survive only a few days without potable water, and this timeframe can be drastically shortened for those people with more fragile health — typically children, the elderly, and the ill. During summer drought, or hot and dry conditions, elderly persons, small children, infants and the chronically ill, who do not have adequate cooling units in their homes, may become more vulnerable to injury and/or death10 The economic impact of droughts can be significant as they produce a complex web of impacts that spans many sectors of the economy and reach well beyond the area experiencing physical drought. This complexity exists because water is integral to our ability to produce goods and provide services. If droughts extend over several years, the direct and indirect economic impact could be significant. Habitat damage is a vulnerability of the environment during periods of drought for both aquatic and terrestrial species. The environment also becomes vulnerable during periods of extreme or prolonged drought due to severe erosion and land degradation10 Potential annualized losses and damages are estimated by analyzing 100 years of statistical data compiled by the University of Nebraska -Lincoln. A drought frequency estimate was developed to determine the effects of and potential losses from a drought on non -irrigated agriculture products. Based on these calculations, the estimated annualized loss for agricultural products in the planning area is $107,507,900. 106 Page 209 of 1298 Extent Droughts are one of the most complex of all natural hazards as it is difficult to determine their precise beginning or end. In addition, droughts can lead to other hazards such as extreme heat and wildfires. Over time, drought can cause substantial harm to multiple crops, livestock, water supplies, wildlife, and tourism. Dying and dead vegetation provides a fuel source for wildfires and is one of the factors that leads to an increase in the possibility of wildfires. Meteorological Drought The degree of dryness or departure of actual precipitation from an expected average or normal amount based on monthly, seasonal, or annual time scales. Hydrologic Drought The effects of precipitation shortfalls on stream flows and reservoir, lake, and groundwater levels. Agricultural Drought Soil moisture deficiencies relative to water demands of plant life, usually crops. Socioeconomic Drought The effect of demands for water exceeding the supply because of a weather -related supply shortfall. Table: 7.6 — Classification Definitions Based on the historical occurrences (Page 87) for drought and the location of the Brazos County and participating entities' planning area, the area can anticipate a range of drought from abnormally dry to exceptional, or D0 to D4, based on the Palmer Drought Category, Table: 7.3. The entire planning area has experienced exceptional drought conditions. This is the most extreme drought conditions the area can anticipate in the future. Assessment of Impacts The Drought Impact Reporter12 was developed in 2005 by the University of Nebraska -Lincoln to provide a national database of drought impacts. Droughts can have an impact on agriculture, business, and industry; energy; fire; plants and wildlife; relief, response, and restrictions on water usage; society and public health; tourism and recreation; and water supply and quality12. The reports are submitted to individuals from Federal, State, and local agencies, as well as the public. Drought does have the potential to impact people in the Brazos County planning area. While it is rare that drought, in and of itself, leads to a direct risk to the health and safety of people in the U.S., severe water shortages could result in inadequate supply for human needs. Drought also is frequently associated with a variety of impacts, including: > The number of health -related low -flow issues (e.g., diminished sewage flows, increased pollution concentrations, reduced firefighting capacity, and cross - connection contamination) will increase as the drought intensifies. ➢ Public safety from forest/range/wildfires will increase as water availability and/or pressure decreases. ➢ Respiratory ailments may increase as the air quality decreases. > There may be an increase in disease due to wildlife concentrations (e.g., rabies, Rocky Mountain spotted fever, Lyme disease). 107 Page 210 of 1298 D. Jurisdictions and residents may disagree over water use/water rights, creating conflict. D. Political conflicts may increase between municipalities, counties, states, and regions. D. Water management conflicts may arise between competing interests. > Increased code enforcement activities may be required to enforce water restrictions. D. Severe water shortages could result in inadequate supply for human needs as well as lower quality of water for consumption. ➢ Firefighters may have limited water resources to aid in firefighting and suppression activities, increasing risk to lives and property. ➢ During drought there is an increased risk for wildfires and dust storms. D. The community may need increased operational costs to enforce water restriction or rationing. D. Prolonged drought can lead to increases in illness and disease related to drought. D. Utility providers can see decreases in revenue as water supplies diminish. ➢ Utility providers may cut back energy generation and service to their customers to prioritize critical service needs. ➢ Hydroelectric power generation facilities and infrastructure would have significantly diminished generation capability. Dams simply cannot produce as much electricity from low water levels as they can from high water levels. D. Fish and wildlife food and habitat will be reduced or degraded over time during a drought and disease will increase, especially for aquatic life. ➢ Wildlife will move to more sustainable locations creating higher concentrations of wildlife in smaller areas, increasing vulnerability, and further depleting limited natural resources. ➢ Severe and prolonged drought can result in the reduction of a species or cause the extinction of a species altogether. > Plant life will suffer from long-term drought. Wind and erosion will also pose a threat to plant life as soil quality will decline. > Dry and dead vegetation will increase the risk of wildfire. D. Drought poses a significant risk to annual and perennial crop production and overall crop quality leading to higher food costs. D. Drought -related declines in production may lead to an increase in unemployment. ➢ Drought may limit livestock grazing resulting in decreased livestock weight, potential increased livestock mortality, and increased cost for feed. D. Negatively impacted water suppliers may face increased costs resulting from the transport water or developing supplemental water resources. D. Long term drought may negatively impact future economic development. The overall extent of damage caused by periods of drought is dependent on its extent and duration. 108 Page 211 of 1298 The water demand increases during drought due to its scarcity. The growing population further amplifies the effects of drought due to the increased water demand. The level of preparedness and pre -event planning done by government, businesses, and citizens will contribute to the overall economic and financial conditions in the aftermath of a drought event. 109 Page 212 of 1298 References — Section 7 1. The National Weather Service. Drought Monitoring. httvs://wwwweather.Qov/ilm/drought 2. Texas A&M Forest Service. Fire Danger & Drought. httvs://tfsweb.tamu.edu/DroughtStudv/ 3. US Drought Monitor. Current & Long-term Indicators. httvs: //droughtmonitor. unl.edu/Condi tionsOutlooks/CurrentConditions. asvx 4. National Drought Mitigation Center. Main Page. httvs://drought.unl.edu/ 5. US Drought Monitor. Texas. httvs://droughtmonitor.unl.edu/currentmav/statedroughtmonitor.asvx?TX 6. Palmer Drought Index. Climate Guide Data. httvs://climatedataguide.ucar.edu/climate-data/valmer-drought-severitv- index-vdsi 7. Texas Water Development. httvs://www.twdb.texas.gov/ 8. National Environmental Monitoring Conference. Environmental Measurement. httvs://www.nemc.us/ 9. US Climate Change Resilience Toolkit. Climate Explorer. httvs://toolkit.climate.gov/tool/climate-explorer-0 10. World Health Organization. Drought. httvs://wwwwho.int/health-topics/drouaht#tab=tab 1 11. Centers for Disease Control and Prevention. Health Implication of Drought. httvs://www.cdc.gov/nceh/drought/imvlications.htm 12. National Integrated Drought Integration Center (NDMC). Drought Impact Reporter. httvs://www.drought.gov/data- maps-tools/drought-impact-revorter-dir 110 Page 213 of 1298 This page intentionally left blank. 111 Page 214 of 1298 Section 8 — Wildland Fires Hazard Description A wildland fire is any fire occurring on grassland, forest, or prairie regardless of ignition source, damages, or benefits. These fires can occur at any time of the year, but climatic conditions such as severe freezes or droughts can increase the likelihood and intensity of wildland fire eventsl. A wildfire event can rapidly spread out of control and occurs most often in the summer when the brush is dry, and flames can move unchecked through a highly vegetative area. Usually, dense smoke is the first indication of a wildfires. A wildfire event often begins unnoticed and spreads quickly, lighting brush, trees, and homes on fire. For example, a wildfire may be started by a campfire that was not doused properly, a tossed cigarette, burning debris, arson, lightning, or downed power lines'. Texas has seen an increase in the number of wildfires in the past 30 years, which included wildland, and urban/wildland fires. Wildland fires are fueled almost exclusively by natural vegetation, while urban/wildland interface or intermix fires are fires in which vegetation and the built environment provide the fuel. Prevalent in the Brazos County area, surface fires and ground fires are the majority, while crown fires can occur anywhere, they are unlikely to occur in the planning area. Hazardous Areas Fires can affect any part of the planning area, causing temporary or permanent closure of critical infrastructure and facilities and threatening human life, property, and the environment. A wildfire event can be a potentially damaging consequence of drought. Wildland fire risk can vary considerably by month. OUICK FACTS Tunes of Wildfires: Urban/Wildland Interface: Areas with housing and low - density vegetation within fire's reach (1.5 miles) of a large, contiguous block of wildland vegetation. 3 Classes of Wildfires Surface Fire: Most common; bums along the floor of a forest. Ground Fire: Usually started by lightning; bums on or below the forest floor down to the mineral soil. Crown Fire: Spread by wind; moves quickly along tops of trees. Source: National Wildfire Coordinating Group' Wildfires can vary greatly in terms of size, location, intensity, and duration. While wildfires are not confined to any specific geographic location, they are most likely to occur in open grasslands. The threat to people and property from a wildfire event is greater in the fringe areas where developed areas meet open grass land2. The following Figure: 8.1 identifies wildfire observed dangers in Texas on 17 October 2023, including Brazos County: Pa662215 of 1298 Observed Fire Danger Au ill • • • r • • inohlta Falls Link Abilene a Sim Angelo 0 kill Fire Ganger Rating LOW Moderale High _ Very HO _ Extreme I • Weather Stations e Chies Lerena 0 Fuel Model: G Observed on 10/17/2023 Austln °San Antonia Victor! ■ c Texarkan■ Tier Longview r cs Houstn Beaumont 0 100 Miles Tr OAs A&M AGRI L1 FE RESEARCH Produced by TAMU Spaliel Sciences Laboratory in partnership with Texas ARM Forest Service TEXAS A&M FORES I SERVICE Figure: 8.1 — Sample of Observed Fire Danger Source: Texas A & M Forest Service' Figure: 8.1, as shown above, is a current visual that was created by the Texas A & M Forest Service2 to maintain a continual assessment of wildfire risk at the state, regional and local level, Texas A&M Forest Service2 continually analyzes current and predicted weather conditions, wildfire occurrence and the presence and availability of vegetative fuels throughout the year. Using this information, agency staff develop daily and seasonal forecasts to assist state and local governmental entities in preparing for and responding to periods of elevated fire danger or fire seasons. The program produces information and products that are used at the national, state, and local level by firefighters, elected officials, and public administrators. Their key services include: • Determining current and predicted weather conditions. • Monitoring the condition of vegetation and other potential hazards. • Calculating current and predicted fire behavior. • Identifying high wildfire risk areas and values threatened. • Tracking wildfire occurrence and ignition sources. • Disseminating assessment information to stakeholders and the public. 113 Page 216 of 1298 Wildfire ignition densities in Brazos County are low, moderate, high, and very high and were determined based on the following criteria: • Risks associated with fuel complexes. • Risk associated with population. • Weighted factors of population growth. Previous Occurrences The Texas A & M Forest Service2 reported statewide, 218,351 wildfire incidents between 2005 and 2021, burning approximately 11,803,382 acres during this period, 86% of all the wildfires were within 2-miles of a community2 (See Figure: 8.2). The historical data reflects wildfire response for Texas A&M Forest Service2 and local fire departments. Prior to 2005, official wildfire data was not captured using current reporting methods. There is no official data prior to 2005. The map below shows approximate locations of wildfires, which can be grass or brushfires of any size. In 2022, Texas experienced 12,411 wildfires with a combined loss of 650,712 acres. These figures outpace California's statistics by almost two times3. Table: 8.1, shows a sample of the previous types and locations of wildland fires within the area. _ Wildfires that ignited within 2 Miles of a Community Between Jan. 1, 2005, and Dec. 31, 2021, 218,351 wildfires burned 11,803,382 acres across the state of Texas. During this time, 86% of all wildfires burned within 2 miles of a community. 200 Nip *TEXAS A&M FOREST SFRVICF Figure: 8.2 — Historical Wildfire Data Map u Source: Texas A&M Fire Service2 114 Page 217 of 1298 Type Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Wildfire Primary Fire Department Brazos County Pct. 4 VFD Brazos County Pct. 4 VFD Brazos County Dist. 2 VFD Brazos County Dist. 2 VFD Brazos County Dist. 2 VFD Brazos County Dist. 2 VFD Brazos County Dist. 2 VFD Brazos County Pct. 3 VFD South Brazos County FD Brazos County Pct. 3 VFD Brazos County Pct. 3 VFD Brazos County Pct. 3 VFD Brazos County Pct. 3 VFD Brazos County Pct. 3 VFD Brazos County Dist. 2 VFD Brazos County Dist. 2 VFD Date(S) 10/06/2005 12/03/2005 12/24/2005 01/03/2006 01/07/2006 02/27/2006 03/31/2006 09/02/2006 07/11/2008 11/05/2008 12/07/2008 01/07/2009 01 /21 /2009 01 /31 /2009 05/09/2011 11/04/2017 Cause Burning debris Equipment use Miscellaneous Incendiary Incendiary Burning debris Burning debris Miscellaneous Burning debris Burning debris Burning debris Burning debris Burning debris Burning debris Unknown Burning debris Acres Agencies Affected Responding 320 8 375 6 300 5 500 7 300 7 70 2 30 3 148 3 75 5 25 6 50 3 35 3 40 4 145 3 100 8 40 5 Table: 8.1 - Sample of Previous Wildland Fires Future Probability Source: Brazos County HMAP (2019-2024)4 Wildfires can occur at any time of the year. As the entities within the county move into undeveloped areas, the potential area of occurrence of wildfire increases. With 230,762 incidents in a 17-year period, in Texas, an event within Brazos County, including all participating entities, is highly likely, meaning an event is probable within the next year. Climatic conditions such as severe freezes and drought can significantly increase the intensity of wildfires since these conditions kill vegetation, creating a prime fuel source for wildfires. The intensity and rate at which wildfires spread are directly related to wind speed, temperature, and relative humidity5. The severity of impact from major wildfire events can be substantial. Such events can cause multiple deaths, shut down facilities for 30 days or more, and cause more than 50 percent of affected properties to be destroyed or suffer major damage. Severity of impact is gauged by acreage burned, homes and structures lost, and the number of resulting injuries and fatalities5. The Keetch-Byram Drought Index (KBDI)6 is one of the parameters used to determine forest fire potential. The drought index is based on a daily water balance and upper soil layers, where a drought factor is balanced with precipitation and soil moisture (assumed to have a maximum storage capacity of 8-inches) and is expressed in hundredths of an inch of soil moisture depletion. The drought index ranges from 0 to 800, where a drought index of 0 represents no moisture depletion, and an index of 800 represents absolutely dry conditions. Presently, this index is derived from ground -based estimates of temperature and precipitation derived from weather stations and interpolated manually by experts at Texas A&M Forest Service2 for counties across the state. Researchers at Texas A&M University are working with Texas A&M Forest Service2 to derive this index from the Advanced Very High -Resolution Radiometer (AVHRR) satellite2 data and the 115 Page 218 of 1298 Next Generation Weather Radar (NEXRAD) radar2 rainfall within a GIS. Figure: 8.2, shows the predictive capabilities of the KBDI6. The measurements used are located on Table: 8.3. KBDI Values 0 — 200 200 - 400 400 - 600 600 - 800 Drought and Fire Potential Information Soil and fuel moisture is high. Most fuels will not contribute much to wildfire intensity. This is often seen in spring after winter precipitation. Fuels are beginning to dry and contribute to wildfire intensity. Heavier fuels will still not readily ignite and burn. This is often seen in late spring. Wildfire intensity begins to increase significantly. Wildfires will readily burn, and larger fuels could burn or smolder for several days. This is often seen in late summer and early fall. Wildfires will show extreme intensity. Deep -burning, intense wildfires with significant spotting can be expected. This is often associated with severe drought. Table: 8.2 - Keetch-Byram Drought Index Source: Texas A&M Forest Service2 Keetch-Byram Drought Index (4 km x 4 km resolution) Estimated for 10/17/2023 KROE Value ▪ 200 200- 200 - 300 -�7 300 - 400 400 - 500 - 500 - 600 - 600 - 700 - 700 - 800 itun, AMA AGRILIFE RESEARCH Produced by TAMU Spatial Sciences Le., : In partnership wilt Texas ASM Forest Service TEXAS A&M FOREST SERVICE Figure: 8.3 — Sample of Keetch-Byram Drought Index Source: Texas A&M Forest Service (TFS)2 116 Page 219 of 1298 The KBDI6 can also be a good measure of the readiness of fuels for a wildfire incident. It should be referenced as the area experiences changes in precipitation and soil moisture, while caution should be exercised in dryer, hotter conditions. The range of intensity for the Brazos County planning area in a wildfire incident is within an average of 400 to 6034. But it is not uncommon to have a wildfire outside of these ranges. The average extent to be mitigated for the Brazos County planning area, including all participating entities, is a KBDI6 of 400, including other factors. At this level fires more readily burn and will carry across an area with no gaps. According to RiskFactor.com7, there are currently 62,610 properties in Brazos County that have some risk of being in a wildfire within the next 30 years7. Other parameters used to determine fire potential include humidity levels, increased wind speeds, vegetation moisture levels, and fire loads. Climate Change Climatic cycles have occurred naturally over hundreds of thousands of years. These cyclical fluctuations happen on varying time scales lasting from a couple of years to decades to centuries to millennia. Natural climate cycles can help determine what climate patterns are expected and how the recent increase in greenhouse gas emissions is causing deviations from these patterns8. Interannual to Decadal climate cycles involve the relationship between the ocean and the atmosphere which affect the cycles on a year to decade basis. El Nifo9 (or its opposite La Nina9) occurs every 3 to 7 years and delivers a variety of weather conditions around the world. There is some evidence that global warming may be intensifying El Nino/La Nina9 (See Section 9), regarding information on El Nino/La Nina) events. La Nina is the weather phenomenon that is responsible for the drier climate, including drought, in the Southern U.S9. According to the EPA10: "Most of [Texas] has warmed between one-half and one degree (F) in the past century. In the Eastern two-thirds of the state, average annual rainfall is increasing, yet the soil is becoming drier.... In the coming decades, storms are likely to become more severe, deserts may expand, and summers are likely to become increasingly hot and dry, creating problems for agriculture and possibly human health.... Higher temperatures and drought are likely to increase the severity, frequency, and extent of wildfires, which could harm property, livelihoods, and human health."10 Research shows the fluctuations in climate have created warmer, more arid conditions that can cause a prolonged, more active fire season. Potential Damages and Losses Potential annualized losses and damages are estimated by using the statistical risk assessment methodology to compile local and national data, remove duplication, identify patterns in frequency and vulnerability, extrapolate statistical patterns, and produce meaningful results. Table: 8.3 currently shows the critical infrastructure located within the reporting area, that has the potential to become affected. Based on these calculations, the estimated annualized losses to fire in the planning area amount to $1,553,605 (Table: 8.4). 117 Page 220 of 1298 Type Brazos County Bryan College Station Texas A&M University Wixon Valley Kurten Airports 1 1 Animal Shelter 1 1 Bus Lines 2 1 City Halls 1 1 1 Communication Stations 6 1 1 Community Centers 2 4 8 Courthouses 1 1 2 Dialysis Clinics 3 2 A Electric Power Facilities 2 1 5 Emergency Operations Centers 1 1 Environmental Services 1 1 Fire Stations 12 5 6 Highways 5 2 Major Employment Centers 4 1 1 1 Medical Centers 14 15 1 Nuclear Science 1 Assisted Living Facilities 10 4 Places of Worship 108 144 Law Enforcement Stations 1 3 1 1 Post Offices 1 1 1 1 1 Public Works Services 1 1 Railway Bridges Schools and Administration 33 18 Public Works Operations Centers 1 Wastewater Facilities 6 21 2 Table: 8.3 — Critical Infrastructure within the Planning Area Source: Brazos County HMAP (2019-2024)4 County Annualized Expected Property Losses ($) Brazos $1,553,605 Table: 8.4 - Annualized Expected Property Loss Extent Source: Brazos County HMAP (2019-2024)4 Risk for a wildfire event is measured in terms of magnitude and intensity using the Keetch Byram Drought Index (KBDI), a mathematical system for relating current and recent weather conditions to potential or expected fire behavior6. The KBDI determines fire potential based on a daily water balance, derived by balancing a drought factor, which is the measurement of precipitation and soil moisture (assumed to have a maximum storage capacity of eight inches), and is expressed in hundredths of an inch of soil moisture depletion. This information is derived from the use of ground -based temperatures and the level of precipitation in the areal. The extent of the wildfire or the rate of spread is highly dependent on several factors to include wind speed and direction, temperature, relative humidity, and fuel moisture. One of the other factors that determines extent is the topography of the land as wildfire burns faster uphill than they do downhill. 118 Page 221 of 1298 The extent of urban/wildland interface fires in Brazos County and participating entities is a major concern; fires can completely shut down small businesses and residents for at least two weeks and cause more than 25 percent of affected properties to be destroyed or incur damages. The frequency of occurrence of urban/wildland interface fire events in Brazos County is likely, with an event probable in the next three years. Winter is the peak period for major urban/wildland interface fires and fire deaths. The urban/wildland interface fire risk varies considerably by month. Warning time for urban/wildland interface fire events is minimal to none. The maps below (Figures 8.4, 8.5, and 8.6) show the wildfire exposure score for Brazos County. The wildfire exposure score combines two important wildfire factors related to structure exposure: the chance of wildfire (Burn Probability) and the potential damage to homes from wildfire (Damage Potential). These maps were produced by the Texas Wildfire Risk Explorer iator / / I '\ i // t ti / N f/ I 1 1 r \ ri i { r 9f90 Figure 8.4 North Brazos County to include the Cities of Wixon Valley and Kurten Source: Texas Wildfire Risk Explorer 119 Page 222 of 1298 Figure 8.5 Central Brazos County to include Cities of Bryan and College Station to also include Texas A&M University Main Campus Source: Texas Wildfire Risk Explorer 120 Page 223 of 1298 Figure 8.6 South Brazos County to include the communities of Millican, Cawthon, and Allen Farms. Source: Texas Wildfire Risk Explorer There are 62,610 properties in Brazos County that have some risk of being affected by wildfire over the next 30 years. This represents 88% of all properties in Brazos County. In addition to damaging properties, wildfire can also cut off access to utilities, emergency services, impact evacuation routes, and may impact the overall economic well-being of an area. Overall, Brazos County has a moderate risk of wildfire. Assessment of Impacts A wildfire incident poses a potentially significant risk to public health and safety, particularly if the wildfire is initially unnoticed and spreads quickly. The impacts associated with a wildfire are not limited to direct damage. Potential impacts for the planning area include: ➢ Persons in the area at the time of the fire are at risk for injury or death from burns and/or smoke inhalation. ➢ First responders are at greater risk of physical injury since they are near the hazard while extinguishing flames, protecting property, or evacuating residents in the area. ➢ First responders can experience heart disease, respiratory problems, and other long term related illnesses from prolonged exposure to smoke, chemicals, and heat. 121 Page 224 of 1298 > Emergency services may be disrupted during a wildfire if facilities are impacted, roadways are inaccessible, or personnel are unable to report for duty. > Critical city and/or county departments may not be able to function and provide necessary services depending on the location of the fire and the structures or personnel impacted. ➢ Non -critical businesses may be directly damaged, suffer loss of utility services, or be otherwise inaccessible, delaying normal operations and slowing the recovery process. > Displaced residents may not be able to immediately return to work, furthering economic recovery. > Roadways in or near the area of impact could be damaged or closed due to smoke and limited visibility. > Some high -density neighborhoods feature small lots with structures close together, increasing the potential for fire to spread rapidly. > Air pollution from smoke may exacerbate respiratory problems of vulnerable residents. > Charred ground after a wildfire cannot easily absorb rainwater, increasing the risk of flooding. > Wildfires can cause erosion, degrading stream water quality. ➢ Wildlife may be displaced or destroyed. > Historical or cultural resources may be damaged or destroyed. ➢ Tourism can be significantly disrupted, further delaying economic recovery for the area. ➢ Economic disruption negatively impacts the programs and services provided by the community due to short- and long-term loss in revenue. ➢ Residential structures lost in a wildfire may not be rebuilt for years, reducing the tax base for the community. ➢ At locations like the Brazos River and area lakes such as Lake Bryan, recreation and tourism can be unappealing for years following a large wildfire, devastating directly related businesses. > Direct impacts to municipal water supply may occur through contamination of ash and debris during the fire, destruction of aboveground delivery lines, and soil erosion or debris deposits into waterways after the fire. The effects of changes in population increases the exposure to wildfires. As the population continues to grow, the wildland urban interface expands as people build structures and living occupancies in areas that were once pasture lands. The economic and financial impacts of a wildfire incident on local government will depend on the scale of the event, what is damaged, costs of repair or replacement, lost business days in impacted areas, and how quickly repairs to critical components of the economy can be implemented. The level of preparedness and pre -event planning done by government, businesses, and citizens will contribute to the overall economic and financial conditions in the aftermath of a wildfire incident. 122 Page 225 of 1298 References — Section 8 1. National Wildfire Coordinating Group. Mitigation in the Wildland Urban Interface. httvs: //www nwce. Qov/sites/default/files/publications/vms052. vdf 2. Texas A & m Forest Service. Main Page. httvs://tfsweb.tamu.edu/ 3. Forbes. Top Stated with the Most Homes at Risk for Wildfires. httvs: //www forties. com/sites/brendarichardson/2019/09/12/tov-states-with-the-most-homes-at-risk-of-wildfire- damaze/?sh= 46b8aa234c50 4. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.or2/emereencv/vlans 5. Center for Climate and Energy Solutions. Wildfires and Climate Change. httvs://www.c2es.ore/content/wildfires-and- climate-chanze/ 6. Keetch — Byram Drought Index. Texas Weather Connection. httvs://twc.tamu.edu/kbdi 7. Risk Factor. What will Climate Cost You? httvs://riskfactor.com/ 8. United State Department of Agriculture. Climate Change Resource Center. Natural Climate Cycles. httvs: //www.fs. usda. zov/ccrc/education/climate-vrimer/natural-climate-cycles 9. National Oceanic and Atmospheric Administration. El Nino and La Nina. httvs://wwwnoaa.zov/education/resource- collections/weather-atmosvhere/el-nino 10. US Environmental Protection Agency. What Climate Change Means for Texas. httvs: //www epa.zov/sites/default/files/2016-09/documents/climate-chanze-tx. pdf 123 Page 226 of 1298 This page intentionally left blank. 124 Page 227 of 1298 Section 9 — Severe Winter Weather Hazard Description A severe winter storm incident is identified as a storm with snow, ice, or freezing rain. This type of storm can cause significant problems for area residents2. Winter storms are associated with freezing or frozen precipitation such as freezing rain, sleet, frost, snow, a blizzard, and the combined effects of winter precipitation and strong winds'. Wind chill is a function of temperature and wind. Low wind chill is a product of high winds and freezing temperatures'. Winter storms that threaten Brazos County planning area usually begin as powerful cold fronts that push south from central Canada. Although the county is at risk of ice hazards, extremely cold temperatures, and snow, the effects and frequencies of winter storm events are generally mild and short-lived'. The Brazos County planning area, including all participating entities, typically experience approximately 18-24 extreme cold days a year, meaning up to 24 days are at or around freezing temperatures. During times of ice and snow accumulation, response times increase until public works road crews can make major roads passable. Table: 9.1 below, displays the types of winter storms and the weather patterns that are associated with them. QUICK FACTS Winter Weather Announced for snow, blowing, or drifting snow, freezing drizzle, freezing rain, or a combination. Hazard Definitions Freezing Rain/Drizzle Rain or drizzle is likely to freeze on impact and may cause ice accumulation. Sleet Small particles of ice usually mixed with rain that can make travel hazardous. Frost/Freeze Warning Below freezing temperatures will cause damage to plants and crops. Blizzard Sustained winds of 35 mph or more along with considerable snow. Wind Chill A strong wind combined with temperatures below freezing. Source: National Oceanic & Atmospheric Administration (NOAA)1 Pa228 of 1298 Type of Winter Stor Winter Weather Advisory Description This alert may be issued for a variety of severe conditions. Weather advisories may be announced for snow, blowing or drifting snow, freezingdrizzle, freezing rain, or a combination of weather events. Winter Storm Watch Severe winterweather conditions mayaffectyour area (freezing rain, sleet, or heavy snow may occur separately or in combination). Winter Storm Warning Freezing Rain or Drizzle Sleet Blizzard Warning Frost or Freeze Warning Wind Chill Severe winter weather conditions are imminent. Rain or drizzle is likely to freeze upon impact, resulting in a coating of iceglaze on roads and all other exposed objects. Small particles of ice usually mixed with rain. If enough sleet accumulates on the ground, it makes travel hazardous. Sustained wind speeds of at least 35 mph are accompanied by considerable falling or bowing snow_ This alert is the most perilous winterstorm with visibility dangerously restricted. Below freezing temperatures are expected and may cause significant damage to plants, crops, and fruit trees. A strong wind combined with a temperature slightly below freezing can have the same chilling effect as a temperature nearly 50 degrees lower in a calm atmosphere. The combined cooling power of the wind and temperature on exposed flesh is called the wind-chill factor. Table: 9.1 — Winter Storm Descriptions Source: National Weather Service3 Hazardous Areas Winter storm events are not confined to specific geographic boundaries. Therefore, all existing and future buildings, facilities, and populations in the Brazos County planning area, including all participating entities, are exposed to a winter storm hazard, and could potentially be impacted3. The extent or magnitude of a severe winter storm is measured in intensity based on the temperature and level of accumulations as shown in Table: 9.2. Table: 9.3 should be read in conjunction with the wind-chill factor described in Figure: to determine the intensity of a winter storm. The chart is not applicable when temperatures are over 50°F or winds are calm. This is an index developed by the National Weather Service3. 126 Page 229 of 1298 INTENSITY TEMPERATURE RANGE (Fahrenheit) EXTENT DESCRIPTIO Winds less than 10 mph and freezing rain orlight Mild 40-50 snow falling for short durations with little or no accumulations. Moderate 30 - 40 Winds 10 - 15 mph and sleet and/or snow upto 4 inches. Significant Intense snow showers accompanied with strong 25 - 30 gusty winds between 15 and 20 mph with significant accumulation. Extreme Severe Wind driven snow that reduces visibility, heavy 20 - 25 winds (between 20 to 30 mph), and sleet or ice up to 5 millimeters in diameter. Below 20 Table: 9.2 — Magnitude of Severe Winter Storms Winds of 35 mph or more and snow and sleet greater than4 inches. Source: NOAA4 Temperature (°F) Catm 40 35 30 25 20 15 10 5 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 5 2 -28 -34 -40 -46 -52 -57 -63 10 -22 -28 -35 -41 -47 -53 -59 -66 -72 15 19 -26 -32 -39 -45 -51 -58 -64 -71 -77 20 -22 -29 -35 -42 -48 -55 -61 -68 -74 -81 t 25 -24 -31 -37 -44 -51 -58 -64 -71 -78 -84 E 30 19 -26 -33 -39 -46 -53 -60 -67 -73 -80 -87 Ts 35 -21 -27 -34 -41 -48 -55 -62 •69 -76 -82 -89 40 -22 -29 -36 -43 -50 -57 -64 -71 -78 -84 -91 45 -23 -30 -37 -44 -51 -58 -65 -72 -79 -86 -93 50 -24 -31 -38 -45 -52 -60 -67 -74 -81 -88 -95 55 -25 -32 -39 -46 -54 -61 -68 -75 -82 -89 -97 60 -26 -33 -40 -48 -55 -62 -69 -76 -84 -91 -98 36 31 34 27 32 25 30 24 29 23 28 22 28 21 27 20 26 19 26 19 25 18 25 17 25 19 13 7 1 21 15 9 3 -4 19 13 6 0 -7 17 11 4 -2 -9 16 9 3 -4 -11 15 8 1 -5 -12 14 7 0 -7 -14 13 6 -1 -8 -15 12 5 -2 -9 -16 12 4 -3 -10 -17 11 4 -3 -11 10 3 -4 -11 Frostbite Times 18 -19 -5 -10 -13 -15 -17 -11 -16 -16 30 minulrs 10 minut,„ S minutes Wind Chill (°F) = 35.74 + 0.6215T - 35.75(V°116) + 0.4275T(V°.16) Where,T= Air Temperature (-F) V= Wind Speed (mph) Effective 11/01/01 Table: 9.3 — Wind Chill Factor Chart Source: NOAA4 Wind chill temperature is a measure of how cold the wind makes real air temperature feel to the human body. Since wind can dramatically accelerate heat loss from the body, a blustery 30° F Day would feel just as cold as a calm day with 0° F temperatures4. The Brazos County planning area, including all participating entities, has never experienced a blizzard. Based on nineteen (19) previous occurrences recorded from 1997 through 2023, it has been subject to winter storm watches, warnings, freezing rain, sleet, snow, and wind chill, including the winter storm Uri. The average number of cold days is similar for the entire planning area, including all participating entities. Therefore, the intensity or extent of a winter storm incident to be mitigated 127 Page 230 of 1298 for the area ranges from mild to extreme according to the definitions in Table: 8.2. The entire Brazos County planning area can expect anywhere between 0.1 to 4.0 inches of ice and snow during a winter storm event and temperatures between 20 and 50 degrees with winds ranging from 0 to 20 mph3. Previous Occurrences The Great Texas Freeze of February 2021 killed far more people in the Lone Star State than Hurricane Harvey did in 2017. According to the final report from the Texas Department of State Health Services5, released in December 2021, 246 deaths were attributed to the Great Texas Freeze (Winter Storm Uri), spread out across seventy-seven (77) of the state's counties5. Among the 244 that had state residency information available, 229 of the deceased were Texas residents and fifteen (15) lived in other states or countries but were in Texas when they were killed. Hurricane Harvey killed eighty-nine (89) people, that means the Great Texas Freeze killed nearly three times more people than Harvey, the nation's second -costliest weather disaster behind only Hurricane Katrina in 20054. NOAA4 estimated the historic cold snap in 2021 was a $25.6 billion disaster, more than doubling the inflation -adjusted cost of the "Storm of the Century" in March 1993. Figure: 9.1, shows the weather across the nation. From January 1997 through February 2022, Brazos County experienced 19 winter storm events. A complete list of winter storm events, as sourced from the Brazos County HMAP (2019-2024)6 in Table: 9.4. —••••••1117 Lowest Temperature in February 2021 (Feb 1-17) Lowest Temp 1♦ Under-40°F i� -30°F to -40°F ;= -20'F to -30°F -10°F to -20'F MMI 0°F to -10°F 0°Fto+10'F ;.� +10°F to +20°F C-i +20'F to +32°F —1 Over+32°F 0i Source' RpS. Map by Brian arenscnn&der ; 2021• 5.555 Slotions Figure: 9.1 — Historic Severe Winter Weather Source: NOAA4 128 Page 231 of 1298 T e YP Location Date(S) Deaths Injuries Property Damage Crop Damage General, Ice Countywide 01/12/1997 0 0 0 0 General Countywide 12/23/1998 0 0 $75k 0 General, Ice Countywide 12/13/2000 0 0 $1m 0 Ice Storm Countywide 12/07/2005 1 2 $70k 0 Ice Storm Countywide 01/16/2007 0 0 $lk 0 Ice Storm Countywide 02/04/2011 0 0 0 0 General, Ice Countywide 12/07/2013 0 0 0 0 General, Ice Countywide 01/28/2014 0 0 0 0 General, Ice Countywide 02/06/2014 0 0 $50k 0 General, Ice Countywide 3/2-3/2014 0 0 0 0 Snow Countywide 12/07/2017 0 0 0 0 General Countywide 01/10/2021 0 0 0 0 General Countywide 02/13/2021 0 0 0 0 Cold, Wind Countywide 02/15/2021 0 0 $108k 0 Ice Countywide 02/17/2021 0 0 0 0 Ice Countywide 02/03/2022 0 0 0 0 Table: 9.4 — Severe Winter Weather Events Future Probability Source: Brazos County HMAP (2019-2024)6 Winter weather impacts continue to increase in severity with climate change as warmer global air temperatures generate conditions more favorable for extreme precipitation events and destabilize the polar vortex pattern3. The expected El Nino has emerged and should gradually strengthen into the winter. El Nino is a natural climate phenomenon marked by warmer -than -average sea surface temperatures in the Pacific Ocean. Typically, El Nino conditions result in wetter -than -average conditions from southern California to along the Gulf Coast and drier -than -average conditions in the Pacific Northwest, (see Figure: 9.2). We also expect a warm Atlantic Multidecadal Oscillation (AMO) and cool Pacific Decadal Oscillation (PDO). Also important are the equatorial stratospheric winds involved in the Quasi -Biennial Oscillation, or QBO7. El Nino is characterized by unusually warm ocean temperatures in the Equatorial Pacific. El Nino is an oscillation of the ocean -atmosphere system in the tropical Pacific having important consequences for weather around the globe. El Nino events also disrupt global atmospheric circulation. Global atmospheric circulation is the large-scale movement of air that helps distribute thermal energy (heat) across the surface of Earth. The eastward movement of oceanic and atmospheric heat sources causes unusually severe winter weather at the higher latitudes of North and South America. Among these consequences are increased rainfall across the southern tier of the U.S. and in Peru, which has caused destructive flooding and drought. Figure: 9.2 shows the extent of the effects of El Nino on Texas and surrounding areas. 129 Page 232 of 1298 Under certain combinations of meteorological conditions, the polar vortex can be displaced from the North Pole, which could open the door for cold blasts to hit southern Canada and the central and eastern United States during this upcoming winter. In the U.S., winter temperatures are warmer than normal in the Southeast, and cooler than normal in the Northwest'. Global climate La Nina' impacts tend to be opposite those of El Nino' impacts. In the tropics, ocean temperature variations in La Nina tend to be opposite those of El Nino. At higher latitudes, El Nino" and La Nina" are among a few factors that influence climate. However, the impacts of El Nino and La Nina at these latitudes are most clearly seen in wintertime. In the continental U.S., during El Nino years, temperatures in the winter are warmer than normal in the North Central States, and cooler than normal in the Southeast and the Southwest. During a La Nina" year, (see Figure: 9.3), winter temperatures are warmer than normal in the Southeast and cooler than normal in the Northwest. L low pressure •'a extended Pacific Jet Stream, amplified storm track Figure 9.2 - El Nino Weather Patterns Source: NOAA7 130 Page 233 of 1298 Typical Wintertime Pattern La Nina Pacific Jet Stream NWS/NCEP Climate Prediction Center Figure: 9.3 — La Nina Weather Patterns Climate Change Source: NOAA7 Temperatures are "warming" during all seasons. In many regions, winters are warming faster than any other season. Climate Central8 reports that winters across the contiguous United States have warmed by an average of nearly 3°F over the last half of the century8. Extreme precipitation events appear to be increasing in frequency in Texas, and more broadly across other parts of the U.S. Consequently, the increasing temperatures that lead to increase evaporation and thus increased precipitation, can also be expected to lead to increased snowfall as well." Additionally, research suggests that with increases in average global temperatures and average arctic temperatures, the jet stream may also change, slowing down and growing wavers8. Changes in the jet stream may allow extremely cold arctic air to advance farther south than usual in the winter months and may affect areas that are not accustomed to low temperatures for longer periods of time10. Though on average winters are predicted to be shorter and warmer, many areas are predicted to continue to experience significant cold weather over time9. Potential Damages and Losses During periods of extreme cold and freezing temperatures, water pipes can freeze and crack, and ice can build up on power lines, causing them to break under the weight or causing tree limbs to fall on the lines. These events can disrupt electric service for long periods. An economic impact may occur due to increased consumption of heating fuel and utilities, which can lead to energy shortages and higher prices. House fires and resulting deaths tend to occur more frequently from increased and improper use of alternate heating sources. Fires during 131 Page 234 of 1298 winter storms also present a greater danger because water supplies may freeze and impede firefighting efforts. All populations, buildings, critical facilities, infrastructure, and equipment in the entire Brazos County planning area, including all participating entities, are vulnerable to severe winter events; for example, which may freeze and impede potential firefighting efforts and affect medical capabilities, such as dialysis. Extreme winter weather can cause significant problems in the planning area including, but not limited to, the following: • Ice accumulation on trees and power lines. • Hazardous road conditions. • Dangerous ambient and wind chill temperatures. People and animals are subject to health risks from extended exposure to cold air. Elderly people are at greater risk of death from hypothermia during these events, especially in the rural areas of the county where populations are sparse, icy roads may impede travel, and there are fewer neighbors to check in on the elderly12. According to the U.S. Center for Disease Control10, every year hypothermia kills about 600 Americans, half of whom are 65 years of age or older. In addition, populations living below the poverty level may not be able to afford to run heat on a regular basis10. According to the Census Bureaull, Brazos County currently has 10.3% of the population over 65 and 22.6% living in poverty. Poverty is defined as not having enough money to meet basic needs including food, clothing, and shelter11 The annualized expected property losses due to extreme winter weather in Brazos County were calculated using the statistical risk assessment methodology. According to the data from this assessment, potential annualized losses in the planning area are $4,428.50. Extent The location of winter storms in Brazos County and the participating entities can impact the entire planning area. The extent of winter storms in Brazos County and the participating entities can extend from something as minor as winter weather advisory's or as major as freezing temperatures with sleet, snow, and wind chill. The maximum extent of winter storms for Brazos County and the participating entities includes low temperatures below 32 degrees, freezing rain and sleet, and/or snow amounts up to 6-10 inches6. The frequency of occurrence of winter storms in Brazos County and the participating entities is unlikely, with an event probable in the next ten years. The severity of impact of winter storms is generally minor6. Winter storms can cause injuries and completely shut down facilities for more than one week and cause more than ten percent of affected properties to be destroyed or suffer major damage6. A heavy accumulation of ice can topple power and telephone lines, television towers, and trees. Highways become impossible to travel on, and even stepping outdoors can be 132 Page 235 of 1298 an extremely risky undertaking. Utility disruptions from winter storms can severely impact the delivery of services. Water pipes can freeze and crack in sub -freezing temperatures. These events can disrupt electric service for long periods. Warning time for winter storms is generally 6 to 12 hours6. Assessment of Impacts The greatest risk from a winter storm hazard is to public health and safety. Potential impacts for the planning area may include: D. Vulnerable populations, particularly the elderly, infants, and the homeless, can face serious or life -threatening health problems from exposure to extreme cold including hypothermia and frostbite. D. Loss of electric power or other heat source can result in increased potential for fire injuries or hazardous gas inhalation because residents burn candles for light or use fires or generators to stay warm. ➢ Response personnel, including utility workers, public works personnel, debris removal staff, tow truck operators, and other first responders, are subject to injury or illness resulting from exposure to extreme cold temperatures. ➢ Response personnel would be required to travel in potentially hazardous conditions, elevating the life safety risk due to accidents and potential contact with downed power lines. D. Operations or service delivery may experience impacts from electricity blackouts or rolling brown outs, due to winter storms. D. Power outages are possible throughout the planning area due to downed trees and power lines and/or rolling blackouts. D. Critical facilities without emergency backup power may not be operational during power outages. D. Emergency response and service operations may be impacted by limitations on access and mobility if roadways are closed, unsafe, or obstructed. D. Hazardous road conditions will likely lead to increases in automobile accidents, further straining emergency response capabilities. D. Depending on the severity and scale of damage caused by ice and snow events, damage to power transmission and distribution infrastructure can require days or weeks to repair. ➢ A winter storm event could lead to tree, shrub, and plant damage or death. ➢ Severe cold and ice could significantly damage agricultural crops. ➢ Schools may be forced to shut early due to treacherous driving conditions. ➢ Exposed water pipes may be damaged by severe or late season winter storms at both residential and commercial structures, causing significant damages. The impact of severe winter weather increases as the population grows. More people may be exposed to extreme cold temperatures, experience power outages, etc. 133 Page 236 of 1298 The economic and financial impacts of winter weather on the community will depend on the scale of the event, what is damaged, and how quickly repairs to critical components of the economy can be implemented. The level of preparedness and pre -event planning done by businesses and citizens will also contribute to the overall economic and financial conditions in the aftermath of a winter storm event. 134 Page 237 of 1298 References — Section 9 1. National Oceanic and Atmospheric Administration. Severe Winter Weather httvs://www.nssl.noaa.gov/education/svrwx101/winter/tvnes/ 2. Brazos Valley Council of Governments. Main Page. httvs://wwwbvcog.org/ 3. National Weather Service. Winter Weather Terminology. httns://wwwweather.gov/bgm/WinterTerms 4. National Oceanic and Atmospheric Administration. Winter Storm Severity Index. httvs://www.wvc.nceanoaa.gov/wwd/wssi/wssi.vhv 5. Texas Department of State Health Services. Health and Human Services. httvs://www.dshs.texas.gov/ 6. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.org/emergencv/vlans 7. National Oceanic and Atmospheric Administration. El Nino and La Nina. httvs://wwwnoaa.gov/education/resource- collections/weather-atmosphere/el-nino 8. Climate Central. The Case of the Shifting Snow. httvs://wwwclimatecentral.org/report/report-the-case-of-the-shifting- snow 9. The Climate Reality Project. Winter Weather and the Climate Crisis: Explained. https://www climaterealitvproiect.org/blog/winter-weather-and-climate-crisis-exvlained 10. Centers for Disease Control and Prevention. Prevent Hypothermia and Frostbite. httvs://www.cdc.gov/disasters/winter/staysafe/hvvothermia.html 11. US Census Bureau. Poverty. httvs://www.census.gov/tonics/income-poverty/novertv.html 135 Page 238 of 1298 This page intentionally left blank. 136 Page 239 of 1298 Section 10 — Tornado Hazardous Description Tornadoes are among the most violent storms on the planet. A tornado is a rapidly rotating column of air extending between, and in contact with, a cloud and the surface of the earth. The most violent tornadoes are capable of tremendous destruction and have wind speeds of 250 miles per hour or more. In extreme cases, winds may approach 300 miles per hour. Damage paths can be more than one mile wide and 50 miles long2. The most powerful tornadoes are produced by "Supercell Thunderstorms." These thunderstorms are created when horizontal wind shears (winds moving in different directions at different altitudes) begin to rotate the storm. This horizontal rotation can be tilted vertically by violent updrafts, and the rotation radius can shrink, forming a vertical column of very quickly swirling air. This rotating air can eventually reach the ground, forming a tornado2. Hazardous Areas Tornado season in Texas falls during the April, May, and June months, though it's not unheard of to see twisters make landfall throughout the entire year2. Tornadoes do not have any specific geographic boundary and can occur throughout the Brazos County planning area uniformly. It is assumed that the entire Brazos County planning area, including all participating entities are uniformly exposed to tornado activity. The entire Brazos County planning area is in Wind Zone III3 (Figure: 10.1), where tornado winds can be as high as 250 mph. QUICK FACTS Enhanced Fuiita Scale EF-0 (Gale) Winds 65-85 mph Damage to trees and signs. EF-1 (Moderate) Winds 86-110 mph Damage to roofs; mobile homes pushed off foundations; cars pushed off roads. EF-2 (Significant) Winds 111-135 mph Considerable damage; roofs torn off; mobile homes and large trees destroyed; boxcars pushed over; projectiles generated. EF-3 (Severe) Winds 136-165 mph Roofs and walls torn off homes; trains overturned; trees uprooted. EF-4 (Devastating) Winds 166-200 mph Homes leveled; structures and cars thrown distances. EF-5 (Incredible) Winds over 200 mph Homes disintegrated; large projectiles generated; steel -reinforced concrete badly damaged. Source: National Oceanic & Atmospheric Administration (NOAA)1 Pa!g7240 of 1298 wrnaw SASO& PUERTO RCO, V14011,4 15Iu405- MONI[ IS) WIND ZONES IN THE UNITED STATES WINO ZONES ZONE ZONE II ZONE 111 ZONE IV Figure: 10.1 — Wind Zone Designations in The US OTHER CONSIDERATION'S room 0-°rc.• Source: FEMA3 The destruction caused by tornadoes ranges from light to inconceivable, depending on the intensity, size, and duration of the storm. Typically, tornadoes cause the greatest damage to structures of light construction, such as residential homes (particularly manufactured and mobile homes). The Enhanced Fujita Tornado Scale (EF Scale)4 The Enhanced Fujita Scale or EF Scale4, (see Table: 10.1), which became operational on February 1, 2007, is used to assign a tornado a 'rating' based on estimated wind speeds and related damage. When tornado -related damage is surveyed, it is compared to a list of Damage Indicators (DIs) and Degrees of Damage (DoD) (see Table: 10.2) which helps estimate better the range of wind speeds the tornado likely produced. From that, a rating (from EFO to EF5) is assigned. Once the indicator is selected, the team will then assign a degree of damage to the structure or object. The tornado evaluator will then make a judgement of the wind speeds that could have caused that specific damage, which will decide the official EF rating of the tornado4. The EF Scale was revised from the original Fujita Scale to reflect better examinations of tornado damage surveys so as to align wind speeds more closely with associated storm damage4. Tornado magnitudes prior to 2005 were determined using the traditional version of the Fujita Scale. Since February 2007, the Fujita Scale has been replaced by the Enhanced Fujita Scale4 (Table: 10.1), which retains the same basic design and six strength categories as the previous scale. The newer scale reflects more refined assessments of tornado damage surveys, standardization, and damage consideration to a wider range of structures. 138 Page 241 of 1298 Scale Wind speed Relative mph km h hequency Potentlat darruge EF1 66-8S 106-137 53.5% hence damage. Peels s1+face off some roofs; some damage to goners or siding; branches broken off trees; shadow -rooted trees pushed over. Confirmed tornadoes wen no reported damage (I.e., those that remain n open fields) are always rated EFO. Moderate Damage. 86-410 138-178 31 .6% Roofs severely stripped mobile homes overturned 0r badly damaged; boss of axle Ea doors; windows and other glass broken. Consided,ie damage. EFt 111-1 175-218 10 7% Roofs torn all we*.consiruded houses. foundations of frame homes shifted; mobie homes 1F3 eemPIetely destroyed forge trees snapped or uprootec>; fight -doled missies generated cars fled oft graYd. Severe damage. 1 36-t65 219-266 3 4% &bee stories of weft -constructed houses destroyed; severe damage to large buildings such as shopping meld trEns Overturned trees debarked heavy cars fled off the grozrd and throwrX structures with weak lorrldalions brown envoy same distance. Extreme damage to freer -total destruction. EF4 166-200 267-3 2 0.7% +Nell -constructed houses and whole frame houses completely leveled Cars thrown and sma# missiles generated. >N0 >322 •13.1% Massive Damage. Strong frame houses beveled off foundations and swept away; steel -reinforced concrete atruclrees • c 1 oHy damaged tllgh.nge bukcings have severe structural deterrnetipn. racredfible phenomena will occw. Table: 10.1 - Enhanced Fujita Scale NUMBER (Details Linked) 1 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Enhanced F Scale Damage Indicators Source: NWS4 DAMAGE I ABBREVIATION I Small barns, farm outbuildings SBo One- or two-family residences FR12 Sin -wide mobile home (MHSW) MHSW Double -vide mobile home MHDW Apt. condo. townhouse (3 stories or less) ACT Motel M Masonry apt. or motel MAM Small retail bldg (fast food) SRB Small professional (doctor office. branch bank) SPB Strip mall SM Large shoppin\mall LSM Large. isolated (-big box ) retail bldg LIRE Automobile showroom ASR Automotive service building ASB School - 1-story elementary (interior or exterior balls) ES School - jr. or sr. high school JHSH Low-rise (1-4 story) bldg LRB Mid -rise {5-20 story) bldg. MRB High-rise (over 20 stories) HRB Institutional Bldg. (hospital. govt. or university) IB Metal bui`d)ng system MBS Service station canopy SSC Warehouse (tilt -up walls or heavy timber) WHB Transmission line tower TLT Free-standing tower FST Free standing pole (light flag. luminary) FSP Tree - hardwood TH Tree - softwood TS Table: 10.2 — Enhanced Fujita Scale Damage Indicators Source: NWS4 Both the Fujita Scale and Enhanced Fujita Scale4 should be referenced in reviewing previous occurrences since tornado events prior to 2007 will follow the original Fujita Scale. The largest magnitude reported within the planning area is an F4 on the Fujita Scale, a "Devastating 139 Page 242 of 1298 Tornado." Based on the planning area's location in Wind Zone III3, the planning area could experience anywhere from an EFO to EF5 depending on the wind speed. The events in Brazos County have been between EFO and EF34. However, the range of intensity that the Brazos County planning area, including all participating entities, would be expected to mitigate is a tornado event that would be a low to incredible risk, an EFO to EF54. Previous Occurrences Only reported tornadoes were factored into the risk assessment. It is likely that a high number of occurrences have gone unreported over the past 69 years. The reported frequency of a tornado occurrence in the planning area is less than 1 % per year, though one event may cause millions of dollars in damage'. Tornadoes can cause deaths, the temporary or permanent loss of critical facilities, and the destruction of property. From December 1953 through March 2022, Brazos County experienced twenty-nine (29) tornadic events with the most severe tornado ranked F-3 in 1956. A complete list of tornado events, as sourced from NOAA1, is in Table: 10.3. ***Note that, prior to 2007 and the establishment of the Enhanced Fujita Scale, the original Fujita Scale was used to mark the magnitude of tornadoes. Magnitude Date Time Deaths Injuries Property Damage Crop Damage F2 12/02/1953 1530 0 0 $25k 0 F2 04/30/1954 0730 0 0 0 0 F3 04/05/1956 1515 0 0 $250k 0 FO 03/31/1957 1610 0 0 $3k 0 FO 05/20/1960 0615 0 0 0 0 FO 05/17/1965 1456 0 0 0 0 F1 02/10/1981 0245 0 1 $25k 0 F2 11/19/1983 0910 0 0 $2.5m 0 FO 04/27/1990 1758 0 0 0 0 FO 05/13/1994 1525 0 0 0 0 FO 05/08/1995 0230 0 0 $60k 0 FO 01/21/1998 1644 0 0 $35k 0 F1 10/17/1998 1540 0 0 $20k 0 F1 10/12/2001 1150 0 0 $60k 0 FO 12/23/2002 1120 0 0 $5k 0 FO 06/13/2003 1500 0 0 $1k 0 F1 10/05/2003 1705 0 1 $750k 0 FO 10/05/2003 1730 0 0 $3k 0 FO 02/24/2004 2110 0 0 $25k 0 FO 03/17/2004 0040 0 0 $3k 0 F1 05/13/2004 0545 0 0 $515k 0 F1 12/29/2006 1523 0 3 $2.8m 0 EFO 04/28/2009 1441 0 0 0 0 EF1 05/26/2016 1130 0 0 $7m 0 EFO 08/26/2017 0705 0 0 0 0 EF2 04/24/2019 1548 0 0 $400k 0 EFO 05/08/2019 1321 0 0 0 0 EF1 03/21/2022 2005 0 0 $100k 0 Table: 10.3 — Tornadic Activity with Damage Assessments (1953-2022) Source: NOAA1 140 Page 243 of 1298 Future Probability Tornadic storms can occur at any time of year and at any time of day, but they are typically more common in the spring months during the late afternoon and evening hours. A smaller, high frequency period can emerge in the fall during the brief transition between the warm and cold seasons. According to historical records, Brazos County, including all participating entities, can experience a tornado touchdown approximately once every two to three years. This frequency supports a likely probability of future events for Brazos County, including all participating entities. In 2022, Texas ranked second in the number of tornadoes at 160 events, beat only by Louisiana's number of incidents at 1845. Due to climate change, rising concentrations of greenhouse gases tend to increase humidity, and thus, atmospheric instability, which would encourage tornadoes. But wind shear is likely to decrease, which would discourage tornado formations. Research is ongoing to learn whether tornadoes will be frequent in the future6. Climate Change The Fourth National Climate Assessment' summarizes the complicated relationship between tornados and climate change: "Some types of extreme weather (e.g., rainfall and extreme heat) can be directly attributed to climate change. Other types of extreme weather, such as tornados, are also exhibiting changes that may be linked to climate change, but scientific understanding isn't detailed enough to project direction and magnitude of future change." In other words, we still have a lot to learn about how climate change might affect tornados8. There is increasing evidence linking global warming to changes in severe weather that give rise to tornados8. Observational data indicate detectable increases in tornado risk over the past few decades. There are several factors that contribute to tornados and tornado outbreaks in the last decade, which are influenced by climate change8. Potential Damages and Losses Because tornadoes often cross jurisdictional boundaries, all existing and future buildings, facilities, and populations in the entire Brazos County planning area, including all participating entities, are exposed to this hazard, and could potentially be impacted. The damage caused by a tornado is typically a result of high wind velocity, wind-blown debris, lightning, and large hail. The average tornado moves from southwest to northeast, but tornadoes have been known to move in any direction9. Consequently, the vulnerability of humans, animals, and property is difficult to evaluate since tornadoes form at different strengths, in random locations, and create relatively narrow paths of destruction. Although tornadoes strike at random, making all buildings vulnerable, three types of structures are more likely to suffer damage9: 141 Page 244 of 1298 • Manufactured and mobile homes. • Homes on peer and beam (more susceptible to lift). • Buildings with large spans, such as shopping malls, gymnasiums, and factories. Tornadoes can cause a significant threat to people as they could be struck by flying debris, falling trees/branches, utility lines, and poles. Blocked roads could prevent first responders to respond to calls. Tornadoes commonly cause power outages which could cause health and safety risks to residents and visitors, as well as to patients in hospitals9. The Brazos County planning area features multiple mobile or manufactured home parks throughout the planning area, including all participation entities. These parks are typically more vulnerable to tornado events than typical site -built structures. In addition, manufactured and mobile homes are located sporadically throughout the planning area including all participating entities and unincorporated areas of the county which would also be more vulnerable. The portable buildings used at various locations would be more vulnerable to tornado events than typical site -built structures and could potentially pose a greater risk for wind-blown debris. In addition, some of the planning areas feature roof top air conditioning units that would be vulnerable to high winds and flying debris. The US Census10 data indicates a total of 5,910 manufactured and mobile homes located in the Brazos County planning area, including all participating entities and unincorporated areas of the county. These structures would typically be built to lower or less stringent construction standards than newer construction and may be more susceptible to damage during significant tornado events11 RV and RV Parks The National Weather Service warns that RVs offer very little protection from tornadoes9. They suggest that you abandon your RV and seek shelter underground, in a concrete structure, or in a ditch9. Not only can the RV be damaged by flying debris but can flip and the occupants can become trapped9. The annualized expected property losses due to tornadoes in the planning area were calculated using the statistical risk assessment methodology12. Table: 10.4 below identifies these losses by planning entity: Planning Entity Potential Annualized Loss Unincorporated* $570,920 City of Bryan $1,283,912 City of College Station $1,879,980 City of Kurten $6,331 Total $3,741,143 Table: 10.4 — Annualized Expected Loss to Property Source: Brazos County Tax Assessor's Office12 142 Page 245 of 1298 Extent The destruction caused by tornadoes ranges from light to heavy damage. But the destruction comes from flying debris, wind factors, water damage, and hail damage. We have added the Beaufort Wind Scale, which measures the extent and magnitude of a thunderstorm/wind event that precedes and often follows a tornado. Table: 10.5 describes the different intensities of wind in terms of speed and the World Meteorological Organization (WMO) Classification of storm effects, from calm to violent and destructive. Beaufort Number Description Wind speed Wave height Sea conditions Land conditions 0 1 2 3 4 Calm Light air Light breeze Gentle breeze Moderate breeze i Fresh breeze I Strong bree High wind .`, moderate Laces gale Strong,` ale gal lent storm 'cane tknot s mph . km h 1-3 knots 2-3 mph 2-5 km'h 4-6 knots 4-7 mph 6—ukm:h 7-10 knots I 8-12 mph 22—ty Rauh 22-26 knots 13-18 mp♦Il 20-28 17-21 k12Gt31 19—z4 mph 29-38 km h 22-27 knots. 25-31 mph 39-49 km'h 28-33 knots 3a-38 mph so-6i kmis 34-40 kn 39-46� 62-74 4r-47 kno 47-54 '1"M LiM Table: 10.5 — Beaufort Wind Scale Assessment of Impacts o Et o m 0-3 ft o—a.3 m 1—aft 0.3-0.6 m 2-4 ft O .6 r,sm 3.5-6 ft 6-la Et 101 2-3 m 4,23 Ft ill 3-4m 4-5.5m 28-255 SS-7.5 ni L7-32fte —sa m Sea like a mirror Ripples Small wavelets Large wavelets Small waves LModerate waves r".1 ISea heaps up I derately high aves Very high waves, sea is Smoke rises vertically Direction shown by smoke drift Wind felt an face Leaves and small twigs in constant motion Raises dust and loose paper I Small trees and leafs beginto sway I Large branches in motion pft. trees in motion iTwigs break off trees LlighS t structural damage uproa lderable strurdamage ILdespread damaa1 PP oevastatioi • • . . . • Source: NWS9 Tornadoes have the potential to pose a significant risk to the population and can create dangerous situations. Often, providing and preserving public health and safety is difficult. Impacts to the planning area can include: 143 Page 246 of 1298 ➢ Individuals exposed to the storm can be struck by flying debris, falling limbs, or downed trees causing serious injury or death. ➢ Structures can be damaged or crushed by falling trees, which can result in physical harm to the occupants. ➢ Manufactured and mobile homes may suffer substantial damage as they would be more vulnerable than typical site -built structures. ➢ Significant debris and downed trees can result in emergency response vehicles being unable to access areas of the community. ➢ Downed power lines may result in roadways being unsafe for use, which may prevent first responders from answering calls for assistance or rescue. ➢ Tornadoes often result in widespread power outages increasing the risk to more vulnerable portions of the population who rely on power for health and/or life safety. ➢ Extended power outages can result in an increase in structure fires and/or carbon monoxide poisoning as individuals attempt to cook or heat their home with alternate, unsafe cooking or heating devices, such as grills or incorrect use of generators. ➢ Tornadoes can destroy or make residential structures uninhabitable, requiring shelter or relocation of residents in the aftermath of the event. ➢ First responders must enter the damage area shortly after the tornado passes to begin rescue operations and to organize cleanup and assessments efforts, therefore they are exposed to downed power lines, unstable and unusual debris, hazardous materials, and generally unsafe conditions, elevating the risk of injury to first responders and potentially diminishing emergency response capabilities. ➢ Emergency operations and services may be significantly impacted due to damaged facilities, loss of communications, and damaged emergency vehicles and equipment. ➢ City or county departments may be damaged or destroyed, delaying response and recovery efforts for the entire community. ➢ Private sector entities that the city and its residents rely on, such as utility providers, financial institutions, and medical care providers may not be fully operational and may require assistance until full services can be restored. ➢ Economic disruption negatively impacts the programs and services provided by the community due to short- and long-term loss in revenue. ➢ Damage to infrastructure may slow economic recovery since repairs may be extensive and lengthy. ➢ Some businesses not directly damaged by the tornado may be negatively impacted while roads and utilities are being restored, further slowing economic recovery. ➢ When the community is affected by significant property damage, it is anticipated that funding would be required for infrastructure repair and restoration, temporary services and facilities, overtime pay for responders, and normal day-to-day operating expenses. 144 Page 247 of 1298 > Displaced residents may not be able to immediately return to work, furthering economic recovery. > Residential structures destroyed by a tornado may not be rebuilt for years, reducing the tax base for the community. ➢ Large or intense tornadoes may result in a dramatic population fluctuation, as people are unable to return to their homes or jobs and must seek shelter and/or work outside of the affected area. ➢ Businesses that are uninsured or underinsured may have difficulty reopening, which results in a net loss of jobs for the community and a potential increase in the unemployment rate. ➢ Recreation activities may be unavailable, and tourism can be unappealing for years following a large tornado, devastating local businesses. The growing population increases exposure to tornadoes. More development increases the potential for more debris. Critical infrastructure increases with the growing population; therefore, the tornado exposure for critical infrastructure increases. The economic and financial impacts of a tornado event on the community will depend on the scale of the event, what is damaged, costs of repair or replacement, lost business days in impacted areas, and how quickly repairs to critical components of the economy can be implemented. The level of preparedness and pre -event planning done by government, businesses, and citizens will contribute to the overall economic and financial conditions in the aftermath of a tornado event. 145 Page 248 of 1298 References — Section 10 1. National Oceanic and Atmospheric Administration. Tornadoes. https://wwwnoaa.Qov/education/resource- collections/weather-atmosphere/tornadoes 2. National Weather Service. Tornado Definitions. https://wwwweather.Qov/phi/TornadoDefinition 3. Federal Emergency Management Agency. Understanding Hazards. https://wwwfema.gov/ndf/librarv/ism2 sl.ndf 4. National Weather Service. The Enhanced Fujita Scale. https://wwwweather.gov/oun/efscale 5. Policy Genius. Texas Home Insurance rates on The Rise. https://wwwpolicygenius.com/homeowners-insurance/why- texas-home-insurance-rates-are-rising/ 6. US Environmental Protection Agency. Climate. httns://www.ena.g ov/sites/default/files/2016-09/documents/climate- chanze-tx.pdf 7. National Climate Assessment. Main Page. https://nca2014.2lobalchange.2ov/ 8. Global Change. Fourth National Climate Assessment. https://nca2018.2lobalchange.gov/ 9. National Weather Service. Weather -Thunderstorms, Tornadoes, Lightening. https://wwwweather..gov/media/owlie/ttl6- 10.pdf 10. US Census Bureau. Brazos County. https://www.census.zov/auickfacts/fact/table/brazoscountvtexas/PST045222 11. City Data. Brazos County. https://wwwcity-data.com/countv/Brazos Countv-TXhtml 12. Brazos County Tax Assessors Office. Main Page. https://www.brazoscountvtx.zov/138/Tax-Assessors-Office 146 Page 249 of 1298 This page intentionally left blank. 147 Page 250 of 1298 Section 11— Hail Hazard Description Hailstorm incidents are a potentially damaging outgrowth of severe thunderstorms. During the developmental stages of a hailstorm, ice crystals form within a low-pressure front due to the rapid rising of warm air into the upper atmosphere, and the subsequent cooling of the air mass2. Frozen droplets gradually accumulate in the atmosphere into ice crystals until they fall as precipitation that is round or irregularly shaped masses of ice typically greater than 0.75 inches in diameter. The size of hailstones is a direct result of the size and severity of the storm2. High velocity updraft winds are required to keep hail in suspension in thunderclouds. The strength of the updraft is a by-product of heating on the Earth's surface. Higher temperature gradients above the Earth's surface result in increased suspension time and hailstone size2. Hazardous Areas Hailstorms are an extension of severe thunderstorms that could potentially cause severe damage. As a result, they are not confined to any specific geographic location and can vary greatly in size, location, intensity, and duration. Therefore, the Brazos County planning area, including all participating entities, are equally at risk to the hazard of hail. Most hailstorms occur during March, April, May, and September. Hail causes damage to automobiles, windows, roofs, crops, and animals2. The National Weather Service (NWS)3 classifies a storm as "severe" if there is hail three-quarters of an inch in diameter (approximately the size of a penny) or greater, based on radar intensity or as seen by observers3. The intensity category of a hailstorm depends on hail size and the potential damage it could cause, as depicted in the National Centers for Environmental Information (NCEI) Intensity Scale in Table: 11.1. OUICK FACTS What is hail? Hail is a form of precipitation consisting of solid ice that forms inside thunderstorm updrafts. Hail can damage aircraft, homes, businesses, and cars, and can be deadly to livestock and people. How does hail form? Hailstones are formed when raindrops are carried upward by thunderstorm updrafts into extremely cold areas of the atmosphere and freeze. Hailstones then grow by colliding with liquid water drops that freeze onto the hailstone's surface. How does hail fall to the ground? It falls to the ground when the frozen water becomes too heavy to stay in the clouds. Where can I find data on hailstorms? The National Climatic Data Center is the official archive for all U.S. weather events. Source: National Climatic Data Center' Paag'251 of 1298 Size Code Intensity Category Size (Diameter Inches) Descriptive Term Typical Damage HO Hard Hail Up to 0.33 Pea No damage. HI Potentially Damaging 0.33 — 0.60 Marble Slight damage to plants and crops. H2 Potentially Damaging 0.60 — 0.80 Dime Significant damage to plants and crops. H3 Severe 0.80 1.20 Nickel Severe damage to plants and crops. H4 Severe 1.2 1.6 Quarter Widespread glass and auto damage. H5 Destructive 1.6 — 2.0 Half Dollar Widespread destruction of glass, roofs, and the risk of injuries. H6 Destructive 2.0 — 2.4 Ping Pong Ball Aircraft bodywork dented and brick walls pitted. H7 Very Destructive 2.4 — 3.0 Golf Ball Severe roof damage and risk of serious injuries. H8 Very Destructive 3.0 — 3.5 Hen Egg Severe damage to all structures. H9 Super Hailstorms 3.5 — 4.0 Tennis Ball Extensive structural damage could cause fatal injuries. H I O Super Hailstorms 4.0 + Baseball Extensive structural damage could cause fatal injuries. Table: 11.1 — Hail Intensity and Magnituw Scale Source: NOAA4 The intensity scale4 in Table: 11.1, ranges from HO to H10, with increments of intensity or damage potential in relation to hail size (distribution and maximum), texture, fall speed, speed of storm translation, and strength of the accompanying wind4. Based on available data regarding the previous occurrences for the area, the Brazos County planning area, including all participating entities, could experience hailstorms ranging from an HO to an H104. 149 Page 252 of 1298 Previous Occurrences Historical evidence shown in Table: 11.2, demonstrates that the planning area is vulnerable to hail events overall, which typically result from severe thunderstorm activity. Historical events with reported damage, injuries, or fatalities are shown in Table: 11.2. A total of sixty-six (66) reported historical hail events impacted the Brazos County planning area between 2005 through 2022 (summary Table: 11.2). Including a significant hail event(s) that occurred on 05/07/2020 and 04/08/2021. These events were reported to NCEI4 and NOAA1 databases and may not represent all hail events to have occurred during the past 17 years. Only those events for the Brazos County planning area with latitude and longitude available were plotted. Future Probability Based on available records for Brazos County, a probability of three to four events per year may occur. According to NOAA1 and storm events data, this frequency supports a highly likely probability of future incidents for the Brazos County planning area including all participating entities. Figure: 11.1, shows that 46% of the time the County will experience hail. Hurricanes (3%' Snow Storms (4%) Figure 11.1 — Distribution of Storm Incidents in Brazos County Climate Change Source: Augurisk.com5 Predictions about the effects of climate changes on hail, including event frequency, spatial distribution, and intensity (e.g., hail size of kinetic energy) are limited and uncertain. Research suggests that climate change is expected to result in conditions that increase the potential for severe thunderstorms in the U.S., broadly. However, the resulting changes to specific storm - related events are not well -understood. Some predictive models predict fewer hail events broadly across the U.S., these predictive models also simultaneously predict an increase in the Brazos County Hazard Mitigation Plan 2024. Proactive mitigation for a Disaster -Resilient Future 56 ( a mitigation roadmap that provide practical advice and resources to those involved in disaster risk reduction (DRR)) mean hail size, suggesting fewer small hail events but more frequent large hail events6. However, regional conditions that may affect the likelihood of hail production vary and regionally specific, precise predictions are not well-understood6. However, most predictions 150 Page 253 of 1298 appear to suggest that the most likely future trend is an increase in the proportion of hail events consisting of large hail6. Large hail tends to produce greater and more significant economic damage, suggesting that planning for a future environment in which hail events and hail damage are likely to increase to some extent is reasonably well supported6. Potential Damages and Losses Damage from hail approaches 1 billion dollars in the U.S. each year. Most of the time, crops sustain the most damage during an incident. Even relatively small hail can shred plants to ribbons in a matter of minutes. Vehicles, roofs of buildings and homes, and landscaping are also damaged by hail. Utility systems on roofs at school districts and critical facilities are vulnerable and could be damaged. Hail could cause a significant threat to people and animals as they could be struck by hail and falling trees and branches. Outdoor student activities and events may elevate the risk to students and faculty when a hailstorm strikes with little warning. Hail events during school hours could elevate the risk to students and faculty due to broken windows and flying debris. Portable buildings utilized by campuses within the school district would be more vulnerable to hail events than the typical site -built structures. In addition, outdoor equipment would be more vulnerable including air conditioning units, and athletic fields equipped with operational infrastructure. Windows at all structures would be vulnerable and shattered glass may cause injury to students and faculty. The Brazos County planning area features manufactured and mobile home parks throughout the planning area. These parks are typically more vulnerable to hail events than typical site -built structures. In addition, manufactured and mobile homes are located sporadically throughout the planning area including all participating entities, which would also be more vulnerable. The US Census data indicates a total of 5,910 manufactured and mobile homes located in the Brazos County planning area including all participating entities8. Hail has been known to cause injury to humans and livestock and occasionally has been fatal. Overall, approximate annual loss estimates of $38,953. Losses were adjusted to account for inflation and calculated through a non -linear regression of historical data. Based on historic loss and damages, the impact of hail damages on the Brazos County planning area, including all participating entities can be considered "Limited" with the exception of 2020 and 2021, severity of impact meaning injuries and illness can be treated with first aid, county area facilities are shut down for 24 hours or less, and less than ten percent of property destroyed or with major damage. Extent Hailstorms are generally localized, and their impact is considered limited since the injuries they cause are generally treatable with first aid, they shut down critical facilities and services for 24 hours or less, and less than ten percent of affected properties are destroyed or suffer major 151 Page 254 of 1298 damage9. The frequency of occurrence of hail in Brazos County and participating entities is likely, with an event highly likely in the next three years9. Warning time for a hailstorm is generally minimal or no warning. The National Weather Service classifies a storm as severe if hail of 1 inch in diameter (approximately the size of a quarter) or greater is imminent based on radar intensities or observed by a spotter or other people9. The extent of hail in Brazos County and participating entities can range from 1/4 of an inch up to 4.5 inches, based on information from the National Weather Service. Assessment of Impacts Hail events have the potential to pose a significant risk to people and can create dangerous situations. Impacts to the planning area can include: ➢ Hail may create hazardous road conditions during and immediately following an event, delaying first responders from providing for or preserving public health and safety. ➢ Individuals and first responders who are exposed to the storm may be struck by hail, falling branches, or downed trees resulting in injuries or possible fatalities. D. Large hail incidents will likely cause extensive roof damage to residential and business structures along with siding damage and broken windows, creating a spike in insurance claims and a rise in premiums. D. Automobile damage may be extensive depending on the size of the hail and length of the storm. ➢ Hail events can result in power outages over widespread areas increasing the risk to more vulnerable portions of the population who rely on power for health and/or life safety. ➢ Extended power outage can result in an increase in structure fires and/or carbon monoxide poisoning, as individuals attempt to cook or heat their home with alternate, unsafe cooking or heating devices, such as grills and the incorrect use of generators. ➢ First responders are exposed to downed power lines, damaged structures, hazardous spills, and debris that often accompany hail events, elevating the risk of injury to first responders and potentially diminishing emergency response capabilities. ➢ Downed power lines and large debris, such as downed tree limbs, can result in the inability of emergency response vehicles to access areas of the community. ➢ Hazardous road conditions may prevent critical staff from reporting for duty, limiting response capabilities. ➢ Economic disruption negatively impacts the programs and services provided by the community due to short- and long-term loss in revenue. ➢ Some businesses not directly damaged by the hail event may be negatively impacted while roads are cleared and utilities are being restored, further slowing economic recovery. 152 Page 255 of 1298 ➢ Businesses that are more reliant on utility infrastructure than others may suffer greater damage without a backup power source. D. Hazardous road conditions will likely lead to increases in automobile accidents, further straining emergency response capabilities. ➢ Depending on the severity and scale of damage caused by large hail events, damage to power transmission and distribution infrastructure can require days or weeks to repair. ➢ A significant hail event could significantly damage agricultural crops, resulting in extensive economic losses for the community and surrounding area. ➢ Hail events may injure or kill livestock and wildlife. ➢ A large hail event could impact the accessibility of recreational areas and parks due to extended power outages or debris clogged access roads. The growing population increases exposure to hail. More development increases the potential for more debris. Critical infrastructure increases with the growing population; therefore, the hail exposure for critical infrastructure increases. The economic and financial impacts of hail will depend entirely on the scale of the event, what is damaged, and how quickly repairs to critical components of the economy can be implemented. The level of preparedness and pre -event planning conducted by the community, local businesses, and citizens will contribute to the overall economic and financial conditions in the aftermath of any hail event. 153 Page 256 of 1298 References — Section 11 1. National Oceanic and Atmospheric Administration. Climate Data Online. httvs://www.ncei.noaa.Qov/cdo-web/ 2. National Oceanic and Atmospheric Administration. Severe Storm — Hail. httvs://www.nssl.noaa.2vv/education/svrwx101/hail/ 3. National Weather Service. Storm Reports. httvs://www.weatherzov/hem/helvStormRevorts 4. National Centers for Environmental Information. Strom Data. httvs.•//www.ncdc.noaa.zov/stormevents/faa.isv 5. Augurisk. Brazos County. httvs://www.au2urisk.com/risk/state/texas/brazos-county/48041 6. Brimelow, J., Burrows, W., & Hanesiak, J. (2017). The changing hail threat over North America in response to anthropogenic climate change. Nature Climate Change, 7(7), 516-522. 7. Archer County Hazard Mitigation Plan. 2019 Draft. httvs: //www.co. archer. tx.us/unload/vaz e/1357/Draft%20Archer%20Countv%2 OHMAP%20June%202019.vdf 8. City Data. Brazos County. httvs://www.citv-data.com/countv/Brazos Countv-TXhtml 9. The Tornado and Storm Research Organization. The TORRO Hailstorm Intensity Scale. Hail Size and Diameter. httvs://www.torro.orz.uk/research/hail/hscale. 154 Page 257 of 1298 This page intentionally left blank. 155 Page 258 of 1298 Section 12 — Thunderstorms and Wind Hazard Descriptions Thunderstorms create extreme wind events which includes straight line winds. Wind is the horizontal motion of the air past a given point, beginning with differences in air pressures. Pressure that is higher at one place than another sets up a force pushing from the high toward the low pressure: the greater the difference in pressures, the stronger the force. The distance between the area of high pressure and the area of low pressure also determines how fast the moving air accelerates'. Thunderstorms are created when heat and moisture near the Earth's surface are transported to the upper levels of the atmosphere. By-products of this process are the clouds, precipitation, and wind that become the thunderstorm'. According to the National Weather Service (NWS)2, a thunderstorm occurs when thunder accompanies rainfall. Radar observers use the intensity of radar echoes to distinguish between rain showers and thunderstorms2. Straight line winds are responsible for most thunderstorm wind damages. One type of straight-line wind, the downburst, is a small area of rapidly descending air beneath a thunderstorm. A downburst can cause damage equivalent to a strong tornado and make air travel extremely hazardous2. Hazardous Areas Thunderstorms and wind events can develop in any geographic location and are considered a common occurrence in Texas. Therefore, a thunderstorm wind event could occur at any location within Brazos County's planning area, including all participating entities as these storms develop randomly and are not confined to any geographic area within the County. It is assumed that the entire Brazos County planning area is uniformly exposed to the threat of thunderstorms winds. The Beaufort Wind Scale3 OUICK FACTS Anatomy of a Thunderstorm Moisture — forms the clouds and rain. Unstable Air — warm air that rises rapidly. Lift — fronts, sea breezes and elevations lift air to help form the thunderstorm. Thunderstorm A thunderstorm, also known as an electrical storm or a lightning storm, is a storm characterized by the presence of lightning and its acoustic effect on the Earth's atmosphere, known as thunder. Relatively weak thunderstorms are sometimes called thunder showers. The typical thunderstorm is 15 miles in diameter and lasts an average of 30 minutes. Lightening occurs in all thunderstorms. The number one killer in a thunderstorm is flash flooding. Straight line winds can exceed 100 mph and a downburst can cause damage equivalent to a tornado. Source: National Weather Service2 In the early 19th century, naval officers made regular weather observations, but there was no standard scale, so they could be very subjective — one man's "stiff breeze" might be another's "soft breeze". Beaufort succeeded in standardizing the scale3. The Beaufort Scale3 is an empirical measure that relates wind speed to observed conditions at sea or on land. The full name is the Beaufort Wind Scale3. PalcA6259 of 1298 Table: 12.1, shows the Beaufort Scale3 with speeds in knots, miles per hour and kilometers per hour. Please note that these are mean speeds, usually averaged over 10 minutes by convention, and do not capture the speed of wind gusts3. The wind speeds shown in the table below and that you hear quoted in weather or news reports are always measured at 10 meters or 0.00321371 miles above the ground using meteorological instruments. They do not reflect the wind speeds that you would feel on the ground. At 2 meters or 0.00124274 miles, wind speed may be only 50-70% of these figures3. Force Speed Description Specifications for use at sea Specifications for use on land (mph) (knots) 0 0-1 0-1 Calm Sea like a mirror. Calm; smoke rises vertically. 1 1-3 1-3 Light Air Ripples with the appearance of scales are formed, but without foam crests. Direction of wind shown by smoke drift, but not by wind vanes. 2 4-7 4-6 Light Breeze Small wavelets, still short, but more pronounced. Crests have a glassy appearance and do not break. Wind felt on face; leaves rustle; ordinary vanes moved by wind. 3 8-12 7-10 Gentle Breeze Large wavelets. Crests begin to break. Foam of glassy appearance. Perhaps scattered white horses. Leaves and small twigs in constant motion; wind extends light flag. 4 13-18 11-16 Moderate Breeze Small waves, becoming larger; fairly frequent white horses. Raises dust and loose paper; small branches are moved. 5 19-24 17-21 Fresh Breeze Moderate waves, taking a more pronounced long form; many white horses are formed. Small trees in leaf begin to sway; crested wavelets form on inland waters. 6 25-31 22-27 Strong Breeze Large waves begin to form; the white foam crests are more extensive everywhere. Large branches in motion; whistling heard in telegraph wires; umbrellas used with difficulty. 7 32-38 28-33 Near Gale Sea heaps up and white foam from breaking waves begins to be blown in streaks along the direction of the wind. Whole trees in motion; inconvenience felt when walking against the wind. 8 39-46 34-40 Gale Moderately high waves of greater length; edges of crests begin to break into spindrift. The foam is blown in well - marked streaks along the direction of the wind. Breaks twigs off trees; generally impedes progress. 157 Page 260 of 1298 9 47-54 41-47 Severe Gale High waves. Dense streaks of foam along the direction of the wind. Crests of waves begin to topple, tumble and roll over. Spray may affect visibility Slight structural damage occurs (chimney -pots and slates removed) 10 55-63 48-55 Storm Very high waves with long overhanging crests. The resulting foam, in great patches, is blown in dense white streaks along the direction of the wind. On the whole the surface of the sea takes on a white appearance. The tumbling of the sea becomes heavy and shock -like. Visibility affected. Seldom experienced inland; trees uprooted; considerable structural damage occurs. 11 64-72 56-63 Violent Exceptionally high waves (small and medium -size ships Storm might be for a time lost to view behind the waves). The sea is completely covered with long white patches of foam lying along the direction of the wind. Everywhere the edges of the wave crests are blown into froth. Visibility affected. Very rarely experienced; accompanied by wide -spread damage. 12 72-83 64-71 Hurricane The air is filled with foam and spray. Sea completely white with driving spray; visibility very seriously affected. see Saffir-Simpson Hurricane Scale Table: 12.1 — Beaufort Wind Scale Source: National Weather Service3 Previous Occurrences There is no reliable, long-term record of severe thunderstorms or the severe weather they produce: tornadoes, hail, and strong winds. Reporting methods and magnitude scales have changed over time for tornadoes and hail events4. Maps of the historic distribution of tornadoes, hail, and strong winds make it clear that no corner of the state is immune to severe thunderstorms4. Not only is the climate data record for severe thunderstorms poor, but severe thunderstorms are also too small to be simulated directly by present-day climate models4. Therefore, when assessing trends in severe thunderstorms, it is necessary to consider indirect indicators of severe thunderstorm frequency and intensity such as wind shear and convective instability, both of which favor severe storms4. This results in an overall increase in the number of days capable of producing severe thunderstorms4. Regarding the specific hazards of thunderstorms, lightning occurs most often during the months of May and June4, due to climate change these months may vary. Severe wind is most prevalent during the summer months from disorganized storm systems. Warmer temperatures are likely to lead to less hail overall, particularly during the summer, but increases in available thunderstorm energy may lead to an increase of the risk of very large hail in springtime4. From February 2009 through May 2017, Brazos County has experienced twenty (20) reported thunderstorms and wind incidents listed on Table: 12.2. 158 Page 261 of 1298 Location Date Time Wind Speed Deaths Injuries Property Damage Crop Damage BC 02/10/2009 2325 52 knots 0 0 $8k 0 K 03/31/2009 0445 50 knots 0 0 $3k 0 COB, K 05/03/2009 0454-0500 55 knots 0 0 $5k 0 COCS 07/19/2009 1800 56 knots 0 0 $5k 0 COB 02/01/2011 0440 52 knots 0 0 $1k 0 COB 05/12/2011 1030 58 knots 0 0 0 0 K 06/06/2011 1735 52 knots 0 0 $lk 0 COB 08/24/2011 1829 52 knots 0 0 0 0 COB 01/09/2012 0412 52 knots 0 0 $3k 0 COB, COCS 01/25/2012 0715-0724 55 knots 0 0 $21k 0 COB 02/03/2012 1938 65 knots 0 0 $5k 0 COB 08/07/2012 1645 50 knots 0 0 0 0 COCS 10/13/2013 0158 52 knots 0 0 $15k 0 COB 05/23/2015 2230 55 knots 0 0 0 0 COB, COCS 08/25/2015 1115-1128 59 knots 0 0 0 0 COB 04/27/2016 0136 60 knots 0 0 0 0 BC 01/02/2017 0635 52 knots 0 0 0 0 BC 03/27/2017 0120 51 knots 0 0 0 $lk BC 05/21/2017 0008 60 knots 0 0 0 0 COB, BC 05/28/2017 1853 53 knots 0 0 0 0 Table 12.2 — Thunderstorm and Wind Incidents in Brazos County (2009-2017) HMAP (2019-2024)5 *** The term "knot", in reference to currents, is defined as one nautical mile per hour and is used to measure speed. A nautical mile is slightly more than a standard mile. Future Probability Source: Brazos County As temperatures increase, the amount of energy available to fuel these storms will increase as temperature and low-level moisture increase'. Even though shear will likely decrease as the temperature gradient from the poles to the equator weakens, the increase in the Convective Available Potential Energy (CAPE) outweighs any decrease in low level shear4. Most thunderstorm winds occur during the months of March, April, May, and September4. Based on available records of historic events, there are 143 recorded wind events in Brazos County6. This frequency supports a probability of one to two events every year. Even though the intensity of thunderstorm wind events is not always damaging for the Brazos County planning area, the frequency of occurrence for a thunderstorm wind event is highly likely. This means that an event is probable within the next year for the Brazos County planning area, including all participating entities. If an exceedingly rare windstorm (a 1-in-3,000-year storm event) occurred today, it could cause wind gusts of up to 134 mph in Brazos County. A storm of this severity has a 1% chance of occurring at least once over the next 30 years6. In 30 years, an event of this same likelihood would show increased wind gusts of up to 145 mph due to a changing environment6. Climate Change Severe winds are associated with severe storm conditions. Predictions about trends in severe storm likelihood and severity are typically made at broader spatial scales than the planning area, or even the region. Broad predictive efforts indicate that severe storms are likely to increase in 159 Page 262 of 1298 severity globally and in the U.S. due to climate change. However, predictions also indicate that frequency of strong storms may decrease. Some predictions indicate a shift in storm loci (location of updrafts/downdrafts, strength of storm top divergence), such that strong storms that affect the Central and South -Central U.S. may become less frequent as they become more frequent in Eastern and North-Eastern North America. Other climate models consistently project environmental changes that would predict an increase in the frequency and intensity of severe thunderstorms (a category that combines tornados, hail, and winds), especially over regions that are currently prone to these hazards such as the Southern and Eastern U.S8. However, the confidence intervals and predictive power of many of these models are relatively low9. Predictions specifically about wind are also varied. Some research points to a "global stilling," meaning a reduction in mean winds globally. Other research suggests evidence for trends of increasing wind speeds globally10. While other research predicts decline in wind speed for many regions as the climate warms, a shift in high wind regions moving poleward, increases winds and wind speeds in specific locations, for example due to increases in hurricane severity in some regions11. The Intergovernmental Panel on Climate Change (IPCC)12 currently forecasts that on average, worldwide annual wind speeds are expected to drop by up to 10%. Predictions of future severe wind patterns largely rely on predictions of changes to, or increases in, thunderstorm storm frequency or severity, and are thus saddled with the same uncertainty and limits to predictive power. Given the varied and uncertain predictions regarding storm frequency, severity, and resulting effects on severe wind event frequency and severity, planners should act with the expectation that severe storm and wind conditions are likely to be similar, if slightly lower or slightly higher, in frequency and severity in the future12. For the planning area, a reasonable baseline for planning purposes would be approximately 3 to 6 significant thunderstorms per year, several of which may be accompanied by significant wind conditions. Also associated with thunderstorms and wind, is lightening, lightning is correlated with severe storm conditions but ultimately is caused by hyper -local, transitory conditions, identifying patterns, and generating predictions are difficult to conduct at a local scale. Broad predictive efforts indicate that lightning strikes are likely to increase nationwide due to climate change13 Predictions of future lightning frequency largely rely on predictions of changes to, or increases in, thunderstorm storm frequency and severity, as well as the trend that lightning is more likely to occur in warmer conditions, on average. Areas with predicted increases in thunderstorm frequency or severity, and/or where temperatures are predicted to increase, can reasonably expect that lightning frequency will remain the same or increase14. Spatial and temporal changes to lightning occurrence and severity may be expected to result in higher risk of sequelae such as wildfires15. Research indicating recent, short-term changes to lightning strike density (i.e., comparing 2022 to the average rates for 2015 to 2021) nationwide show that during 2022, in Texas, strike density was down compared to the prior 6-year average. In Vaisala 's annual lightning report executive summary (Vagasky 2022)16, it was noted that: Texas remains the United States lightning count leader: The Lone Star State continued its run as the number one state for lightning with 27,696,688 total lightning events in 202216. While it secured the top spot, its total count dropped significantly from the 41 million events recorded in 202116. Texas faced its most severe drought since 2011, with more than a quarter of the state experiencing exceptional drought conditions in mid-August16. Lightning strikes during droughts can lead to wildland fires and dwelling fires. However, locally specific future predictions regarding changes 160 Page 263 of 1298 to lightning frequency or location are not well understood and limited data exist to make locally specific predictions of such changes16 Potential Damages and Losses Vulnerability is difficult to evaluate since thunderstorm wind events can occur at different strength levels, in random locations, and can create relatively narrow paths of destruction. Due to the randomness of these events, all existing and future structures and facilities in the Brazos County planning area, including all participating entities, could potentially be impacted and remain vulnerable to possible injury and property loss from strong winds. Trees, power lines and poles, signage, manufactured and mobile housing, radio towers, concrete block walls, storage barns, windows, garbage receptacles, brick facades, and vehicles, unless reinforced, are vulnerable to thunderstorm wind events17. More severe damage involves windborne debris; in some instances, patio furniture and other lawn items have been reported to have been blown around by wind and, very commonly, debris from damaged structures in turn have caused damage to other buildings not directly impacted by the event17. In numerous instances roofs have been reported as having been torn from buildings. The portable buildings used at various locations would be more vulnerable to thunderstorm wind events than typical site -built structures and could potentially pose a greater risk for wind-blown debris17. In addition, some structures feature roof top air conditioning units that would be vulnerable to high winds flying debris17. These structures would also be more vulnerable. These units would also pose the additional threat of contributing to flying debris, causing additional damage to structures17. A thunderstorm wind incident can also result in traffic disruptions, injuries and in rare cases, fatalities. An average forty-nine (49) deaths and hundreds more injuries occur around the U.S. annually. An estimated 100,000 thunderstorms occur nationwide each year. The southeast Texas area averages 50 to 60 days with thunderstorms per year. Brazos County had one fatality in 2021and numerous injuries reported from secondary causes related to thunderstorms and wind19. Impact of thunderstorm wind events experienced in the entire Brazos County planning area would be "Minor," and injuries and illnesses would be treatable with first aid, ten percent or more of property damaged or destroyed, and facilities would be shut down for up to one week19 Overall, the average loss estimate (in 2019 dollars) is $3,107,325, having an approximate annual loss estimate of $48,552. Extent The extent of thunderstorm types in Brazos County and participating entities can be classified as a T 4 Heavy Thunderstorm2, as described in the Thunderstorm Criteria Scale below. 161 Page 264 of 1298 THUNDERSTORM TYPES T-1 - Ilcal: thunderstorms or Thundershowers Rainfall ALA7f Ratelbr WIND GUST -03-.30 <25]IPH Hair. PEAK SIZE TORNADO Possibilitc None lone LIGHTNING FREQUENCY (5 min Intervals) On]_i a few Wk. daring the storm. Darkness Factor Slightly Dark- Snalig ht ma}- be seen under the storm. STORM LAIPACT 1 No damage. 2. Gusty %rinds at nines. T-2-Itoitem te Thandetstor ms- -10"--2=' 225-40]IPH None Naoe Occasional Moderately Dark-Hea.2-dowapours 1-10 n1a1'rause the need for or lights. 1- Heavy downpours. 2. Occasional lightning. .. Gusty winds. -1. Very little damage. 5. Small tree bra aches may break a. Lawn furniture moved around T-3-Hea52' Thunderstorms 1 Singular or lines of storms. .35"-.55" 40-57 MPH 1/4 " to 14" EFO Occasional to Frequeol 10.20 Dark Car lights used. I-isibilite toll ill heart rains- Cars may pull off the road. 1. Minor Damage. 1 Aoxapours that produce some flooding on streets. 3. Frequent lightning could rause house fires. 4- Hail occurs wil bin the do w opours. 5. Small branches are broken. 6. Shingles are blown off rook. Poud,ug 1 HLd mu Lawn dP4tr an tar, and ritst crop damage U and damagt to ices% sad T-5 - Extreme 1.25^ - 4" Over-0 O%-er 15" Pitch Slack. Street Lights come on. 1. Severe Damage t0 Tree .3 i1.t Thunderstorms Mph to d" ....... ___ __ House lights ma, be used Property- Damage a +s int • w L ad 1 Supers ells of ith famtln of tornadoes. 2. Flooding rains 3. Damaging hail. 1. D,•rerbo Ll indslorms 4- Damaging nutd gusts to frees and buildings. 5. Tornadoes F.3F5 or bolds of Io ruadoes can occur- 'forma d ue=- ... .. desastation Table: 12.3 — Thunderstorm Criteria Scale Source: National Weather Service The extent of high winds in Brazos County and the participating entities can be classified as a Beaufort Number 11, based on the Beaufort Wind Scale in Table 12.13, from historical data (2009-2017). Assessment of Impacts Thunderstorm wind events have the potential to pose a significant risk to people and can create dangerous and difficult situations for public health and safety officials. Impacts to the planning area can include: ➢ Individuals exposed to the storm can be struck by flying debris, falling limbs, or downed trees causing serious injury or death. ➢ Structures can be damaged or crushed by falling trees, which can result in physical harm to the occupants. ➢ Significant debris and downed trees can result in emergency response vehicles being unable to access areas of the community. ➢ Downed power lines may result in roadways being unsafe for use, which may prevent first responders from answering calls for assistance or rescue. ➢ During exceptionally heavy wind events, first responders may be prevented from responding to calls, as the winds may reach a speed at which their vehicles and equipment are unsafe to operate. ➢ Thunderstorm wind events often result in widespread power outages increasing the risk to more vulnerable portions of the population who rely on power for health and/or life safety. 162 Page 265 of 1298 ➢ Extended power outage often results in an increase in structure fires and carbon monoxide poisoning, as individuals attempt to cook or heat their homes with alternate, unsafe cooking or heating devices, such as grills and incorrect use of generators. ➢ First responders are exposed to downed power lines, unstable and unusual debris, hazardous materials, and generally unsafe conditions. ➢ Emergency operations and services may be significantly impacted due to damaged facilities and/or loss of communications. ➢ Critical staff may be unable to report for duty, limiting response capabilities. > City or county departments may be damaged, delaying response and recovery efforts for the entire community. > Private sector entities that the community and its residents rely on, such as utility providers, financial institutions, and medical care providers may not be fully operational and may require assistance from neighboring communities until full services can be restored. > Economic disruption negatively impacts the programs and services provided by the community due to short- and long-term loss in revenue. > Some businesses not directly damaged by thunderstorm wind events may be negatively impacted while roads are cleared and utilities are being restored, further slowing economic recovery. ➢ Older structures built to less stringent building codes may suffer greater damage as they are typically more vulnerable to thunderstorm winds. > Large scale wind events can have significant economic impact on the affected area, as it must now fund expenses such as infrastructure repair and restoration, temporary services and facilities, overtime pay for responders, and normal day- to-day operating expenses. ➢ Businesses that are more reliant on utility infrastructure than others may suffer greater damage without a backup power source. > Activities at locations that attract tourism include hiking, camping, boating, and fishing throughout the year. A large thunderstorm wind event could impact recreational activities, placing visitors in imminent danger, potentially requiring emergency services or evacuations. ➢ Recreational areas and parks may be damaged or inaccessible due to downed trees or debris, causing temporary impacts to area businesses. The growing population increases exposure to thunderstorms and wind. More development increases the potential for more debris. Critical infrastructure increases with the growing population; therefore, the thunderstorms and wind exposure to critical infrastructure increases. The economic and financial impacts of thunderstorm winds on the area will depend entirely on the scale of the event, what is damaged, and how quickly repairs to critical components of the economy can be implemented. The level of preparedness and pre -event planning done by the community, local businesses, and citizens will also contribute to the overall economic and financial conditions in the aftermath of any thunderstorm wind event. 163 Page 266 of 1298 References - Section 12 1. National Oceanic and Atmospheric Administration. Thunderstorms. httvs://www.noaa.Qov/ietstream/thunderstorms 2. National Weather Service. Severe Thunderstorm Safety. httvs://www.weatherEov/safetv/thunderstorm 3. National Weather Service. Beaufort Wind Scale. https://wwwweather.Qov/mfl/beaufort 4. Climate Texas. Texas A & M University. httvs://climatexas.tamu.edu/ 5. Brazos County HMAP (2019-2024). Main Page. httvs://bcdem.orr/emerrencv/plans 6. Risk Factor. Brazos County. httvs://riskfactor.com/citv/brazos-countrv-tx/4810090 fsid/wind?utm source=redfin 7. Haberlie, A., Ashley, W., Battisto, C., & Gensini, V. (2022). Thunderstorm activity under intermediate and extreme climate change scenarios. Geophysical Research Letters, 49(14), e2022GL098779. 8. Trapp, R., Diffenbaugh, N.., Brooks, H., Baldwin, M, Robinson, E., & Pal, J. (2007). Changes in severe thunderstorm environment frequency during the 21 st century caused by anthropogenically enhanced global radiative forcing. Proceedings of the National Academy of Sciences, 104(50), 19719-19723. 9. Hayhoe, K., Edmonds, J., Kopp, R., LeGrande, A., Sanderson, B., Wehner, M, & Wuebbles, D. (2017). Climate models, scenarios, and projections. 10. Ye, S., Zeng, G., Wu, H., Liang, J., Zhang, C., Dai, J., & Yu, J. (2019). The effects of activated biochar addition on remediation efficiency of co -composting with contaminated wetland soil. Resources, Conservation and Recycling, 140, 278-285. 11. Abell, 1., Winckler, G., Anderson, R., & Herbert, T. (2021). Poleward and weakened westerlies during Pliocene warmth. Nature, 589(7840), 70-75. 12. IPCC. Weather and Climate Extreme Events in the Changing Climate. httvs://www.incc.ch/report/ar6/wQ1/downloads/report/IPCC AR6 WGI Chanterll.vdf 13. Muller, C., & Romps, D. (2018). Acceleration of tropical cyclogenesis by self -aggregation feedback. Proceedings of the National Academy of Sciences, 115(12), 2930-2935. 14. Price, C., and D. Rind, (1994) Modeling global lightning distributions in a general circulation model. Mon. Weather Rev, 122, 1930-1939, doi:10.1175/1520-0493(1994)122<1930:MGLDIA>2.0.CO;2. NASA. 15. Nampak, H.; Love, P.; Fox -Hughes, P.; Watson, C.; Aryal, 1.; Harris, R.M.B. (2021). Characterizing Spatial and Temporal Variability of Lightning Activity Associated with Wildfire over Tasmania, Australia. Fire (2021), 4, 10. httvs: //doi. org/10.3390/fire4010010 16. Vaisala. Vaisala Annual Weather Lightening Report, 2022. Vaisala X-weather Annual Lightning Report explores 2022's extremes - from a record -breaking volcano to major snowstorms and exceptional drought. httvs: //www.vaisala. com/en/press-releases/2023-01 /vaisala-xweather-annual-lightning-report-explores-2022s- extremes-record-breaking-volcano-maior-snowstorms-and-exce_tional 17. San Antonio. Hazard Mitigation Action Plan. httvs: //wwwsaoemvrevare.com/Portals/16/Files/Plans/vlanHMAP.vdf?ver-2017-03-01-001439-567 18. National Weather Service. Weather. Main Page. httvs://forecast.weather.Qov/MavClickvhv?zoneid=TXZ196 19. Texas Department of State Health Services. Texas Health and Human Services. Main Page. httvs://www.dshs.texas.uov/ 164 Page 267 of 1298 This page intentionally left blank. 165 Page 268 of 1298 Section 13 — Dam Failure Hazard Description Dams are water storage, control, or diversion structures that impound water upstream in reservoirs. Dam failure can take several forms, including a collapse of or breach in the structure. While most dams have storage volumes small enough that failures have few or no repercussions, dams storing large amounts can cause significant flooding downstream. Dam failures can result from any one or a combination of the following causes2: ➢ Prolonged periods of rainfall and flooding, which cause most failures, such as structural integrity failures. ➢ Inadequate spillway capacity, resulting in excess overtopping of the embankment. ➢ Internal erosion caused by embankment or foundation leakage or piping. ➢ Improper maintenance, including failure to remove trees, repair internal seepage problems, or maintain gates, valves, and other operational components. ➢ Improper design or use of improper construction materials. ➢ Failure of upstream dams in the same drainage basin. ➢ Landslides into reservoirs, which cause surges that result in overtopping. ➢ High winds, which can cause significant wave action and result in substantial erosion. ➢ Destructive acts of terrorism. ➢ Earthquakes, which typically cause longitudinal cracks at the tops of the embankments, lead to structural failure. Benefits provided by dams include water supplies for drinking; irrigation and industrial uses; flood control; hydroelectric power; recreation; and navigation. At the same time, dams also represent a risk to public safety2. Dams require ongoing maintenance, monitoring, safety inspections, and sometimes even rehabilitation to continue safe service2. In the event of a dam failure, the energy of the water stored behind the dam can cause rapid and unexpected flooding downstream, resulting in loss of life and substantial property damage2. A devastating effect on water supply and power generation might occur as we112. QUICK FACTS Critical Components Abutments Dam abutments are where the dam is structurally tied in with the adjoining valley slopes. Right and left abutments are described as viewed looking downstream. Spillways Are used to help regulate the volume of water in the reservoir. They can also be used to release surplus floodwater that cannot be contained in the reservoir. Outlet Works Control the release of water from a reservoir and typically consist of a combination of structures. Source: FEMA1 The terrorist attacks of September 11, 2001, generated increased focus on protecting the country's infrastructure, including ensuring the safety of dams. Pa269 of 1298 One major issue with the safety of dams is their age. The average age of America's 84,000 dams is 52 years3. According to statistics released in 2009 by the Association of State Dam Safety Officials4, more than 2,000 dams near population centers are in need of repair4. In addition to the continual aging of dams, there have not been significant increases in the number of safety inspectors resulting in haphazard maintenance and inspection4. The Association of State Dam Safety Officials4 estimate that $16 billion will be needed to repair all high- hazard dams, but the total for all state dam -safety budgets is less than $60 million4. The current maintenance budget does not match the scale of America's long-term modifications of its watersheds4. Additionally, more people are moving into risky areas4. As the American population grows, dams that once could have failed without major repercussions are now upstream of cities and development4. Hazardous Areas The State of Texas has 7,413 dams, all regulated by the Texas Commission on Environmental Quality (TCEQ)5. The National Dam Safety Review Board (in coordination with FEMA)6 and the National Inventory of Dams (NID)7 list a total of thirty-eight dams in or near the Brazos County planning area, including all participating entities. Each of these dams were analyzed individually by location, volume, elevation, and condition (where available) when determining the risk, if any, for each dam. Each dam site was further analyzed for potential risks utilizing FEMA's National Flood Hazard Layers to map locations and fully understand development near the dam and topographical variations that may increase risk. Most of the dams listed in the planning area were embankments for typically dry detention drainage areas or shored up stream embankments8. These types of structures are utilized for flood control and a variety of other purposes and do not pose a dam failure risk8. Additionally, dams in the planning area feature such limited storage capacity that they pose no risk to structures, infrastructure, or citizens8. Dams that were deemed to pose no past, current, or future risk to the planning area are not profiled in the plan as no loss of life or impact to critical facilities or infrastructure is expected in the event of a breach8. Legislation was passed on September of 2013 allowed for some dams to be designated as exempt if they met all the following five criteria9: • Privately owned. • Less than 500-acre foot maximum capacity. • Located in a county with a population of less than 350,000 (per census). • Located outside the city limits. • Low or significant hazard rating. While owners are still required to do maintenance on those dams, TCEQ9 is not required to do inspections on those dams. For those dams that are non-exempt (see Table 13.1), the owners must continue the maintenance of the dams, schedule inspections every 5 years with TCEQ9, and if they are high and significant hazard dams, they must also produce an emergency action plan. 167 Page 270 of 1298 Dam Name Exemption Status Latitude/Longitude Dam Height (Ft.) Maximum Storage (Acre feet) Normal Storage (Acre feet) Available Data Bryan Utilities Lake Dam Non -Exempt 30.710067/-96.453721 59 20763 13647 Yes Carter Lake Dam Non -Exempt 30.594992/-96.248677 32 2196 481 Data Deficient Midtown Park Lake Dam Non -Exempt 30.639827/-96.358982 10 128 42 Yes CSISD at Anderson St Detention Structure No. 3 Non -Exempt 30.613940/-96.327372 11.7 9 0 Data Deficient Finfeather Lake Dam Non -Exempt 30.649868/-96.371041 16.1 300 156 Data Deficient Lake Arapaho Dam Non -Exempt 30.510553/-96.250460 37 924 436 Data Deficient Leisure Lake Dam Non -Exempt 30.633847/-96.411916 25 322 175 Data Deficient Nantucket Dam Non -Exempt 30.543651/-96.243367 20 428 140 Data Deficient Oakland Lake Dam Non -Exempt 30.776483/-96.235630 32 550 272 Data Deficient TAMU Detention Dam No. 8 Non -Exempt 30.621050/-96.333642 8.2 140 0 Yes Thousand Oaks Dam No. 11 Non -Exempt 30.544471/-96.231595 22 120 58 Data Deficient Table: 13.1 — Dam Exemption/Non-Exemption Status in Brazos County Dam Classification System'° Source TCEQ9 The three classification levels for dams that were adopted are: low, significant, and high, listed in order of increasing adverse incremental consequences. The classification levels build on each other, i.e., the higher order classification levels add to the list of consequences for the lower classification levels10 This hazard potential classification system should be utilized with the understanding that the failure of any dam or water -retaining structure, no matter how small, could present a danger to downstream life and property. Whenever there is an uncontrolled release of stored water, there is the possibility of someone, regardless of how unexpected, being in its path10 A primary purpose of any classification system10 is to select appropriate design criteria. In other words, design criteria will become more conservative as the potential for loss of life and/or property damage increases. However, postulating every conceivable circumstance that might remotely place a person in the inundation zone whenever a failure may occur should not be the 168 Page 271 of 1298 basis for determining the conservatism in dam design criterialo Table: 13.2, shows the classification system that categorizes dams based on the probable loss of human life and the impacts on economic, environmental, and lifeline interests. Classification Loss of Human Life Economic, Environmental, and Lifeline Losses A — Low None Expected B — Significant C - High None Expected Probable, one or more expected Low and Generally Limited to Owner Yes Yes Table: 13.2 — Classification of Dams Source: DHS11 & FERC'2 A/Low Hazard Potentia111,12 Dams assigned the low hazard potential classification are those where failure or mis operation results in no probable loss of human life and low economic and/or environmental losses. Losses are principally limited to the owner's property11,12 B/Significant Hazard Potentia111,12 Dams assigned the significant hazard potential classification are those dams where failure or mis-operation results in no probable loss of human life but can cause economic loss, environmental damage, disruption of lifeline facilities, or can impact other concerns. Significant hazard potential classification dams are often located in predominantly rural or agricultural areas but could be in areas with population and significant infrastructure11'12 C/High Hazard Potentia112 Dams assigned the high hazard potential classification are those where failure or mis-operation will probably cause loss of human life11,12 Brazos County has a total of thirty-eight (38) dams with the following hazard potential classifications: • Low: twenty-six (22) • Significant: five (5) • High: eleven (11) For dams with a maximum storage capacity between 10,000 and 100,000 acre-feet, all structures within three miles are at risk of potential dam failure hazards. For dams with a maximum storage capacity of less than 10,000 acre-feet, all structures within one mile are at risk of potential dam failure hazards,8 currently there are thirty-seven (37) that are under 10,000 acre-feet and one (1) that is between 10,000 and 100,000 acre-feet10 The areas at risk in the event of a dam failure are identified in Figure 13.1, below. 169 Page 272 of 1298 Urazos Uounty EOC Dam Map l • BrRAZOS COUNTY TEXAS MIRY WM Figure: 13.1 Dam Locations and Surrounding Areas Previous Occurrences WW1 ANOMIpS Mr.1R1n1lM Source: Brazos County Road and Bridge13 E There are approximately 84,000 dams in the United States today. Catastrophic dam failures have occurred frequently throughout the past century. Between 1918 and 1958, 33 major U.S. dam failures caused 1,680 deaths. From 1959 to 1965, nine major dams failed worldwide. Some of the largest disasters in the U.S. have resulted from dam failures. More than 90 dam incidents, including 23 dam failures, were reported in the past ten years to the National Performance of 170 Page 273 of 1298 Dams Program, which collects and archives information on dam performance from state and federal regulatory agencies and dam owners. The State of Texas has not experienced loss of life or extensive economic damage due to a dam failure since the first half of the twentieth century. However, there may be many incidents that are not reported and, therefore, the actual number of incidents is likely to be greater. Brazos County has had two (2) reported dam failures in the planning arealo: • 2017 — Clifty Creek Lake (Spillway Breech) • 2002/2003 — Lake Linda (Dam Breech) Future Probability Based on historical occurrences and the changing climate, the soil in Brazos County shrinks and swells frequently causing the shrinkage of settlement leading to instability over time. It is possible for an occurrence; the risk of dam failure is monitored closely. Due to the lack of historical occurrences, the probability of a future event is unlikely for those jurisdictions profiling dam failure as a hazard, meaning an event is possible in the next ten years. Climate Change Climate change could affect the safety of all dam structures, including large and small dams and earthen or concrete dams. Specifically, significant changes in a region's climate, such as increased incidence of extreme temperatures and the increased frequency of heavy precipitation, could seriously impact the integrity and viability of dams in Brazos County and its participating entities. Potential Damages and Losses There are thirty-eight (38) dams in the Brazos County planning area. The majority of the dams were evaluated in-depth to determine the risk, if any, associated with each dam. It is critical to note that many of the studies on the dams are missing the inundation studies because they are "privately" owned dams and are the responsibility of the owners to conduct. Flooding is the most prominent effect of dam failure. If the dam failure is extensive, a large amount of water would enter the downstream waterways forcing them out of their banks. There may be significant environmental effects, resulting in flooding that could disperse debris and hazardous materials downstream that can damage local ecosystems. If the event is severe, debris carried downstream can block traffic flow, cause power outages, and disrupt local utilities, such as water and wastewater, which could result in school closures. Annualized loss -estimates for dam failure are not available; neither is there a breakdown of potential dollar losses for critical facilities, infrastructure and lifelines, or hazardous -materials facilities. If a major dam should fail, however, the severity of impact could be substantial. The extent of a major dam failure in the planning area is a release of several thousand gallons of 171 Page 274 of 1298 water which could affect 695 buildings and over 2,000 individuals; to include critical infrastructure such as roads, railways, farms, livestock, and buildings. The estimated cost of this type of failure could top over $23 million (estimated). Examples of dams within the Brazos County planning area that could cause damage in the millions if breached. (See Figure 13.1) Extent Table 13.2 shows a list of the high hazard dams within Brazos County. HAZUS-MH inventory was used to estimate potential exposure, losses, and affected population due to dam failure. It was assumed that dam break happens most likely at the time of maximum capacity and that a downstream quarter -circle buffer (buffers that restrict sediment delivery to channels, inhibit sediment movement along channels, and blankets drape channel or floodplain) proportional to the maximum capacity of dams represents the maximum impact area. There have been no previous occurrences of dam failure at high hazard dams in Brazos County. Dam inundation maps are not currently available. Dam Name Hazard Latitude/Longitude Bryan Utilities Lake Dam High 30.710067/-96.453721 Carter Lake Dam High 30.594992/-96.248677 Midtown Park Lake Dam High 30.639827/-96.358982 CSISD at Anderson St Detention Structure No. 3 High 30.613940/-96.327372 Finfeather Lake Dam High 30.649868/-96.371041 Lake Arapaho Dam High 30.510553/-96.250460 Leisure Lake Dam High 30.633847/-96.411916 Nantucket Dam High 30.543651/-96.243367 Oakland Lake Dam High 30.776483/-96.235630 TAMU Detention Dam No. 8 High 30.621050/-96.333642 Thousand Oaks Dam No. 11 High 30.544471/-96.231595 Table: 13.3 — High Hazard Dams in Brazos County The High Hazard Dams in Brazos County Descriptions Bryan Utilities Lake Dam Source: TCEQ9 Bryan Utilities Lake Dam, Texas ID TX 01869, is located in central Texas on unnamed tributaries of Thompson's Creek and Peach Creek in the Brazos River Basin in Brazos County, northwest of the City of Bryan. 172 Page 275 of 1298 North Embankment (Power Plant Embankment) - Power Plant Embankment would result in a peak discharge of 5,993 cfs. The resulting flood wave would flow downstream from the embankment through the Power Plant, along Elm Creek and into the Little Brazos River, where it would be attenuated. The Power Plant, several structures and roadways would be flooded. All roadways that could possibly be flooded should be barricaded off to prevent access into the affected area. These streets include but are not limited to: • Mumford Road • Maple Drive • West OSR • Allen Road South Embankment - South Embankment would result in a peak discharge of 186,585 cfs. The resulting flood wave would flow downstream from the embankment along Thompsons Creek and the Brazos River, where it would be attenuated. Numerous structures and roadways would be flooded. All roadways that could possibly be flooded should be barricaded off to prevent access into the affected area. These streets include but are not limited to: • FM 1687 • Britten Road • Burt Road • Union Pacific Railroad • SH 21 • Silver Hill Road • SH 47 • Bush Road • Leonard Road East Embankment - East Embankment would result in a peak discharge of 234,014 cfs. The resulting flood wave would flow downstream from the embankment along Thompsons Creek and into the Brazos River, where it would be attenuated. Numerous structures and roadways would be flooded. All roadways that could possibly be flooded should be barricaded off to prevent access into the affected area. These streets include but are not limited to: • Unnamed Street (oil service road) • Sandy Oaks Drive • Creekside Drive • FM 1687 • Valley Road • Union Pacific Railroad • SH 21 • Silver Hill Road 173 Page 276 of 1298 • SH 47 • Bush Road • Leonard Road West Embankment - West Embankment would result in a peak discharge of 288,054 cfs. The resulting flood wave would flow downstream from the embankment along the Little Brazos River and into the Brazos River, where it would be attenuated. Numerous structures and roadways would be flooded. All roadways that could possibly be flooded should be barricaded off to prevent access into the affected area. These streets include but are not limited to: • West OSR • Rye Loop • Allen Road • Union Pacific Railroad • FM 1687 • SH 21 (Road does not get overtopped but will flood in the area) Official Dam Name: Bryan Utilities Lake Dam Jurisdiction Affected: City of Bryan and Brazos County Latitude: 30.710067 Longitude: -96.453721 Stream: Alum Creek Location: Six miles northwest of the City of Bryan, Brazos County, Texas Dam Owner: Bryan Texas Utilities Dam Coordinator: Manager of Production Operations Type of Dam: Compacted earth fill Year Constructed: 1975 Dam Height: 59 feet Dam Length: 17,500 feet Crest Width: 20 feet Dam Size: Large (3) Drainage Area: 0 square miles, groundwater is pumped into the lake Hazard Classification: High Principal Spillway: Sluice gate Table: 13.4 Bryan Utilities Lake Dam Information Source: TCEQ9 Carter Lake Dam The downstream structures that could be affected by a breach of the dam include the four houses adjacent to the spillway as well as five lots in the Williams Creek development, 3 miles downstream. If Carter Lake Dam fails, a flood wave will move east down through the low-lying area along Carter Creek toward William D. Fitch Road and beyond. There are no critical facilities or infrastructure in the inundation area. 174 Page 277 of 1298 Official Dam Name: Carter Creek Dam Jurisdiction Affected: City of College Station Latitude: 30.594992 Longitude: -96.248677 Stream: Unnamed Tributary of Carter Creek Location: Six miles southeast of Bryan, TX Dam Owner: Carter Lake Homeowners Corporation Dam Coordinator: Head of the Dam Committee Type of Dam: Compacted earth fill Year Constructed: 1966 Dam Height: 32 feet Dam Length: 1425 feet Crest Width: 26 feet Dam Size: Small Drainage Area: 228 acres (0.356 sq. miles) Hazard Classification: High Principal Spillway: Irregular Earthen Table: 13.5 Carter Creek Dam Information Source: TCEQ9 Midtown Park Lake Dam (formerly Country Club Lake Dam) The number businesses that could be impacted by a dam failure is outlined below, along with impacts to numerous roadways in the area. Additionally, Villa Maria and College Avenue are highly trafficked roadways. So, there could be numerous motorists within the inundation area depending on the time of day. Official Dam Name: Midtown Park Lake Dam Jurisdiction Affected: City of Bryan Latitude: 30.639827 Longitude: -96.358982 Stream: Burton Creek Tributary D Location: 2.6 miles southeast of Bryan, TX Dam Owner: City of Bryan Dam Coordinator: The Operations Manager of the City of Bryan Transportation, Drainage & Environmental Services Department Type of Dam: Compacted earth fill Year Constructed: 1920/2023 Dam Height: 8 feet Dam Length: 1860 feet Crest Width: 18.9 feet Dam Size: Small Drainage Area: 1.4 square miles Hazard Classification: High Principal Spillway: Principal: Morning Glory Weir, Auxiliary: Modified Ogee — Concrete, Emergency: Broad Crest, Inlet/Outlet: Natural Creeks Table: 13.6 Midtown Park Lake Dam Information Source: City of Bryan14 175 Page 278 of 1298 College Station Independent School District (CSISD) at Anderson St Detention Structure No. 3 Multiple residences and roads downstream could be impacted by a failure of the Detention Structure. Roads in the area typically are highly traveled. The roads impacted are but not limited to: • Anderson Street • George Bush Drive • Holk Street • Wolf Run Businesses impacted (but not limited to) • A & M Consolidated Middle School Official Dam Name: CSISD at Anderson Street Detention Structure No. 3 Dam Jurisdiction Affected: City of College Station Latitude: 30.613940 Longitude: -96.327372 Stream: Wolk Pen Creek Location: Six miles southeast of Bryan, TX Dam Owner: College Station Independent School District (CSISD) Dam Coordinator: CSISD Inspector Type of Dam: Reinforced concrete Year Constructed: Undetermined Dam Height: 11.7 feet Dam Length: 90 feet Dam Size: Small Drainage Area: 0.3 square miles Hazard Classification: High Principal Spillway: V notch weir Table: 13.7 CSISD at Anderson St Detention Structure No. 3 Dam Information Fin -Feather Lake Dam Crest Width: Unk Source: TCEQ9 Finfeather Lake, located upstream of Bryan Municipal Lake, is also a small lake (18.5 acres), which is fed by an unnamed tributary within an industrial area of Bryan, Texas. It is bordered by Fountain Street on the west side and South College Ave on the east side. Most of the impacts from a dam failure would be commercial businesses. Depending on the size of the breach residential homes on the west side could be affected. 176 Page 279 of 1298 Official Dam Name: Fin -Feather Lake Dam Jurisdiction Affected: City of Bryan Latitude: 30.649868 Longitude: -96.371041 Stream: TR-Burton Creek Location: Northwest Bryan in Brazos County Dam Owner: Union Pacific Railroad Company Dam Coordinator: Union Pacific Railroad Company Type of Dam: Compacted earth fill Year Constructed: 1930 Dam Height: 16 feet Dam Length: 1310 feet Crest Width: Unk Dam Size: Small Drainage Area: 0.4 square miles Hazard Classification: High Principal Spillway: Uncontrolled Table: 13.8 Fin -Feather Lake Dam Information Source: TCEQ Lake Arapaho Dam Multiple residences and roads downstream from the dam could be impacted as well as an electrical substation by a dam failure. The projected inundation area is assumed to be limited to the floodplain area along Peach Creek. This area is vacant ranch land consisting of wooded areas mixed with open pastureland. Inundation timing and duration is highly dependent on the rate of dam failure. Official Dam Name: Lake Arapaho Dam Jurisdiction Affected: Brazos County and City of College Station Latitude: 30.510553 Longitude: -96.250460 Stream: Unnamed tributary of Peach Creek Location: 2 miles Southwest of the intersection of State Highway 6 and State Highway 40 in College Station in Brazos County, Texas Dam Owner: The Villages of Indian Lakes Homeowners' Association (HOA) Dam Coordinator: HOA Manager Type of Dam: Compacted earth fill Year Constructed: 2004 Dam Height: 37 feet Dam Length: 1572 feet Crest Width: Unk Dam Size: Small Drainage Area: 0.61 square miles Hazard Classification: High Principal Spillway: Uncontrolled, Sluice Gate, Other Controlled Table: 13.9 Lake Arapaho Dam Information Source: TCEQ9 177 Page 280 of 1298 Leisure Lake Dam Numerous residential (both permanent construction and mobile homes), an apartment complex, a commercial water well, and several county roads would be impacted by the failure of this dam. No formal inundation study has been done for this location. Official Dam Name: Leisure Lake Dam Jurisdiction Affected: City of Bryan Latitude: 30.633847 Longitude: -96.411916 Stream: Tributary of Thompsons Creek Location: 4 miles southwest of Bryan off of Cypress Road Dam Owner: Leisure Lake Inc. Dam Coordinator: Leisure Lake Inc. Type of Dam: Compacted earth fill Year Constructed: 1964 Dam Height: 25 feet Dam Length: 1220 feet Crest Width: 322.0 feet Dam Size: Small Drainage Area: 0.14 square miles Hazard Classification: High Principal Spillway: Uncontrolled Table: 13.10 Leisure Lake Dam Information Nantucket Dam Source: TCEQ9 Primary impacts from a dam failure at this location would be a major state highway and frontage roads as well as impacts to several county roads and residential structures in the vicinity of the lake. Official Dam Name: Nantucket Lake Dam Jurisdiction Affected: City of College Station Latitude: 30.543651 Longitude: -96.243368 Stream: Alum Creek Location: 1/2 Miles Southeast of College Station Dam Owner: Nantucket Preservation Association Dam Coordinator: Nantucket Preservation Association Type of Dam: Compacted earth fill Year Constructed: 1977 Dam Height: 20 feet Dam Length: 900 feet Crest Width: 12 feet Dam Size: Small Drainage Area: 1300 Acres Hazard Classification: High Principal Spillway: Concrete Lined Channel Table:13.11 Nantucket Lake Dam Information Source: TCEQ9 178 Page 281 of 1298 Oakland Lake Dam Several structures (residential and farm use), a wellsite, and possibly one county road could be impacted by the failure of this rural dam. Official Dam Name: Oakland Lake Dam Latitude: 30.543651 Stream: Allcorn Creek Location: Near 5085 North Oakland Dam Owner: The Falls Subdivision Dam Coordinator: The Falls Subdivision Type of Dam: Compacted earth fill Year Constructed: 1960 Dam Height: 32 feet Dam Length: 2387 feet Dam Size: Small Drainage Area: 6 square miles Hazard Classification: High Principal Spillway: Uncontrolled Table:13.12 Oakland Lake Dam Information TAMU Detention Dam No. 8 Jurisdiction Affected: Brazos County Longitude: -96.243368 Crest Width: Unk Source: TCEQ9 The number of people and structures that could be impacted by a dam failure is Texas Avenue and George Bush Drive which are highly trafficked roadways. So, there could be numerous motorists within the inundation area depending on the time of day13 Official Dam Name: TAMU Detention Dam No. 8 Jurisdiction Affected: City of College Station and Texas A&M University Latitude: 30.621050 Longitude: -96.333642 Stream: Unnamed Tributary of Wolf Pen Creek Location: Along New Main Dr. from Texas Ave. Dam Owner: The Texas A&M University System Dam Coordinator: The Texas A&M University System Type of Dam: Compacted earth fill Year Constructed: 2002 Dam Height: 8.2 feet Dam Length: 2037 feet Dam Size: Small Drainage Area: 0.5 square miles Hazard Classification: High Principal Spillway: Uncontrolled Table: 13.13 TAMU Detention Dam No. 8 Information Crest Width: 20 feet Source: TAMU'5 179 Page 282 of 1298 Thousand Oaks Dam No. 11 The projected inundation area is assumed to be limited to the floodplain area along Alum Creek. This area is vacant ranch land consisting of wooded areas mixed with open pastureland. Inundation timing and duration is highly dependent on the rate of dam failure. There are no critical facilities or infrastructure in the inundation area. Official Dam Name: Thousand Oaks Dam No. 11 Jurisdiction Affected: City of College Station Latitude: 30.544471 Longitude: -96.231595 Stream: Alum Creek Location: 1 mile Southeast of the intersection of State Highway 6 and State Highway 40 in College Station in Brazos County, Texas.. Dam Owner: Animate Habitat, Ltd. (AH) Dam Coordinator: Animate Habitat, Ltd. (AH) Type of Dam: Compacted earth fill Year Constructed: 1930 Dam Height: 22 feet Dam Length: 900 feet Crest Width: 70 feet Dam Size: Small Drainage Area: 0.26 square miles Hazard Classification: High Principal Spillway: Uncontrolled Table: 13.14 Thousand Oaks Dam No. 11 Information Assessment of Impacts Source: TCEQ9 Any individual dam has a very specific area that will be impacted by a catastrophic failure. Dams identified as a high or significant hazard can directly threaten the lives of individuals living or working in the inundation zone below the dam. The impact from any catastrophic failure would be like that of a flash flood. Potential impacts for the planning area include: ➢ Lives could be lost. > There could be injuries from impacts with debris carried by the flood. ➢ Swift -water rescue of individuals trapped by the water puts the immediate responders at risk for their own lives. ➢ Individuals involved in the cleanup may be at risk from the debris left behind. > Continuity of operations for any jurisdiction outside the direct impact area could be very limited. > Roads, bridges highways, and railways could be destroyed. ➢ Homes and businesses could be damaged or destroyed. > Emergency services may be temporarily unavailable. ➢ Potential for the disruption of operations and the delivery of services in the impacted area. ➢ A large dam with a high head of water could effectively scour the terrain below it for miles, taking out all buildings and other infrastructure. 180 Page 283 of 1298 > Scouring force could erode soil and any buried pipelines. ➢ Scouring action of a large dam will destroy all vegetation in its path. > Wildlife and wildlife habitat caught in the flow will likely be destroyed. ➢ Fish habitat will likely be destroyed. > Topsoil will erode, slowing the return of natural vegetation. ➢ The destructive high velocity water flow may include substantial debris and hazardous materials, significantly increasing the risks to life and property in its path. > Debris and hazardous material deposited downstream may cause further pollution of areas far greater than the inundation zone. > Destroyed businesses and homes may not be rebuilt, reducing the tax base, and impacting long term economic recovery. > Historical or cultural resources may be damaged or destroyed. ➢ Recreational activities and tourism may be temporarily unavailable or unappealing, slowing economic recovery. The economic and financial impacts of dam failure on the area will depend entirely on the location of the dam, scale of the event, what is damaged, and how quickly repairs to critical components of the economy can be implemented. The level of preparedness and pre -event planning done by the community, local businesses, and citizens will also contribute to the overall economic and financial conditions in the aftermath of any dam failure event. 181 Page 284 of 1298 References — Section 13 1. Federal Emergency Management Agency. Dam Awareness. httvs://wwwfema.eov/sites/default/files/2020-08/fact- sheet dam-awareness.ndf 2. Concho Valley Council of Governments. Dam Failure. httvs://www.cvcoz.orz/cvcoz/docs/Regional services/Hazard Mitigation/10.damfailure.v4.vublic.vdf 3. Infrastructure Report Card. America's Infrastructure. httvs://www.infrastructurerevortcard.orz/2009/fact- sheet/dams. html 4. Association of State Dam Safety Officials. Main Page. httvs://wwwdamsafetv.orz/ 5. Texas Commission on Environmental Quality. Main Page. httvs://wwwtcea.texas.zov/ 6. Federal Emergency Management Agency. Dam Safety. httvs://www.fema.gov/emergency-managers/risk- management/dam-safetv 7. National inventory of Dams. Dams of the Nation. httvs://nid.sec.usace.armv.mil/#/ 8. Federal Emergency Management Agency. National Flood Hazard Layer. httvs://www.fema.eov/flood-mans/national- flood-hazard-laver 9. Texas Commission on Environmental Quality. Guidelines for Developing Emergency Action Plan for Dams in Texas. httvs: //www tcea. texas. zov/downloads/comvliance/vublications/zi/zi-394.vdf 10. Brazos River Authority. Main Page. httvs://brazos.org/ 11. Department of Homeland Security. National Infrastructure Protection Plan. Dams Sector h ttvs: //www dhs. gov/xlibrarv/assets/nand/nand-d ams-sector-snayshot-508. vdf 12. Federal Energy Regulatory Commission. Federal Guidelines for Dam Safety. Hazard Potential Classification System for Dams. httvs://wwwferc.gov/sites/default/files/2020-04/fema-333.ndf 13. Brazos County Road and Bridge. Main Page. httvs://wwwbrazoscountvtx.zov/177/Road-Bridge-Devartment 14. City of Bryan. Street and Drainage Services. httvs://www.brvantx.zov/streets-and-drainage-services/ 15. Texas A & M University. Department of Engineering. httvs://enzineerinz.tamu.edu/industrial/index.html 16. Google Earth. (2024). Coordinates and Maps of Dams. Brazos County. Earth.google.com 182 Page 285 of 1298 This page intentionally left blank. 183 Page 286 of 1298 Section 14 — Excessive and Extreme Heat Hazard Description Excessive or extreme heat is a prolonged period of excessively or extreme high temperatures and exceptionally humid conditions. Excessive or extreme heat during the summer months is a common occurrence throughout the State of Texas, and Brazos County is no exception. The entire planning area, including all participating entities, typically experiences extended heat waves. A heat wave is an extended period of extreme heat and is often accompanied by high humidity. Although heat can damage buildings and facilities, it presents a more significant threat to the safety and welfare of citizens. The major human risks associated with severe summer heat include heat cramps; sunburn; dehydration; fatigue; heat exhaustion; and even heat stroke. The most vulnerable population to heat casualties are children and the elderly or infirmed who frequently live on low fixed incomes and cannot afford to run air-conditioning on a regular basis. This population is sometimes isolated, with no immediate family or friends to look out for their well-being2. Hazardous Areas While there have been no deaths reported from excessive or extreme heat in the planning area, there is no specific geographic scope to the extreme heat hazard. Excessive or extreme heat could occur anywhere within the Brazos County planning area, including all participating entities. The magnitude or intensity of an excessive or extreme heat incident is measured according to temperature in relation to the percentage of humidity3. (See Table: 14.1) According to the National Oceanic Atmospheric Administration3, this relationship is referred to as the "Heat Index" and is depicted in Table: 14.23. This index3 measures how hot it feels outside when humidity is combined with high temperatures (See Table: 14.1)3. Located below is a chart that shows the heat indices and the possible heat disorders that could affect all populations within the planning area3. (Table: 14.3) QUICK FACTS Hvperthermia A group of heat illnesses like heat exhaustion and heat stroke. Heat Cramps Painful muscle spasms that occur due to dehydration and loss of nutrients from excessive sweating. Heat Exhaustion The body's response to an excessive loss of water and salt, usually through excessive sweating. Heat Stroke It occurs when the body can no longer control its temperature: the body's temperature rises rapidly, the sweating mechanism fails, and the body is unable to cool down. Dehydration Occurs when you use or lose more fluid than you take in, and your body doesn't have enough water and other fluids to carry out its normal functions. Sunburn A radiation burns to the skin caused by too much exposure to the sun's ultraviolet (UV) rays or artificial sources such as tanning beds. Source: Texas Department of State Health Services (DSHS)1 Pa4287 of 1298 E m cc v 40 45 50 55 60 65 70 75 80 85 90 95 100 Temperatures (°F) Temperatures (°F) 80 - 88: CAUTION 80 - 88: CAUTION 80 - 86: CAUTION 80 - 86: CAUTION 80 - 84: CAUTION 80 - 84: CAUTION 80 - 84: CAUTION 80 - 82: CAUTION 80 - 82: CAUTION 80 - 82: CAUTION 80: CAUTION 80: CAUTION 80: CAUTION 40 45 50 55 60 73 E 65 • 70 75 cc 80 85 90 95 100 90 - 96: EXTREME CAUTION 90 - 94: EXTREME CAUTION 88 - 94; EXTREME CAUTION 88 - 92: EXTREME CAUTION 86 - 90: EXTREME CAUTION 86 - 90: EXTREME CAUTION 86 - 88: EXTREME CAUTION 84 - 88: EXTREME CAUTION 84 - 86: EXTREME CAUTION 84 - 86: EXTREME CAUTION 82 - 84: EXTREME CAUTION 82 - 84: EXTREME CAUTION 82 - 84: EXTREME CAUTION 40 45 50 55 60 E 65 70 76 75 v 80 85 90 95 100 Temperatures (°F) 98 - 106: DANGER 96 - 104: DANGER 96 -102: DANGER 94 - 100: DANGER 92-98:DANGER 92-96:DANGER 90-94:DANGER 90-94:DANGER 88 - 92: DANGER 88-90:DANGER 86-90:DANGER 86-88:DANGER 86 - 88: DANGER 40 45 50 • 55 • 60 65 v 70 n 75 v 1r 80 85 90 95 100 Likelihood of Heat Disorders with Prolonged Exposure or Strenuous Activity Table: 14.1 — Humidity and Temperature Likelihood of Heat Disorders Air Temperature (°F) Relative Humidity (%) 1400 10 20 30 40 50 60 TO 80 130 120 110 100 90 90 80 sO EXTREMELY 07 HEAT INDE 139 120 110 TO 100 60 Table: 14.2 — Heat Index Parent -r,rraturts ( F 90 100 Source: NOAA3 temperatures DANGER - 110: EXTREME DANGER - 110: EXTREME DANGER - 110: EXTREME DANGER - 110: EXTREME DANGER I8. 110: EXTREME DANGER - 110: EXTREME DANGER - 110: EXTREME DANGER 110: EXTREME DANGER - 110: EXTREME DANGER - 110: EXTREME DANGER L1L 10.. EXTREME DANGER 0: EXTREME DANGER Source: NOAA3 185 Page 288 of 1298 Heat Index/Apparent Possible Heat Disorders For People in High Risk Temperature (°F) Groups 130°F or Higher Heat/Sunstroke HIGHLY LIKELY with continued exposure 105°F - 130°F 90°F - 105°F Sunstroke, heat cramps, or heat exhaustion LIKELY, and heatstroke POSSIBLE with prolonged exposure andlor physical activity Sunstroke, heat cramps, or heat exhaustion POSSIBLE with prolonged exposure andlor physical activity 80°F - 90°F Fatigue POSSIBLE with prolonged exposure andlor physical activity Table: 14.3 — Heat Index/Temperature and Heat Disorders Source: NOAA3 Previous Occurrences Every summer, the hazard of heat -related illness becomes a significant public health issue throughout much of the US. Mortality from all causes increases during heat waves, and extreme or excessive heat is an important contributing factor to deaths from other causes, particularly among the elderly and children. To date there have been no excessive or extreme heat casualties in Brazos County. Table: 14.4, depicts historical occurrences of mortality from heat from 2000- 2020 from the Texas Department of State Health Services' database, where 279 people (Texas) died due to heat related causes. This figure shows resident and non-resident deaths. 250 200 150 1 A major drought in 2011 pushed the average summer temperature to nearly 87 degrees, the highest since 1999. = t��itI�iN�1�hlll Non-resident deaths Resident deaths Table: 14.4 — Historical Deaths Related to Heat (Texas) Source: Texas Department of State Health Services' Database Future Probability Average high temperatures for the planning area through the summer months indicate a probability of one event or more every year. This frequency supports a highly likely probability of future incidents. 186 Page 289 of 1298 The United States sees an average of 702 deaths per year from the effects of extreme or excessive heat with 67,512 emergency room visits, and 9,235 hospitalizations4. A hot day in Brazos County is considered to be any day above a "feels like" temperature of 110°F. Brazos County is expected to experience 7 hot days this year. Due to a changing climate/environment, Brazos County will experience 14 days above 110°F in 30 years5. One of the resulting effects of heat is the increase in energy usage that occurs as homes and businesses try to keep cool indoors. Based on heat projections for this year in Brazos County it is estimated that the use of air conditioning would cause an increase in energy consumption on 289 days annually. This risk may become even more pronounced in 30 years, as the number of cooling days is expected to increase to 302 days per year. This increase in need for cooling is expected to increase Brazos County's electricity usage for cooling purposes by 8.80%. Heat risks are changing because of climate/environment change. A changing climate/environment means higher average temperatures and increased humidity, which has a compounding effect on heat indices that make risky heat events possible. As the global temperature rises, it can be important to understand what factors contribute to heat risk. Historical data and climate models lead to similar conclusions6. If recent trends continue, as expected, a middle-of-the-road estimate of the overall rate of temperature increase in Texas would be about 0.6 °F per decade6. This means that average Texas temperatures in 2036 should be expected to be about 1.6 °F warmer than the 2000-2018 average and 3.0 °F warmer than the 1950-1999 average6. This would make a typical year around 2036 warmer than all, but the absolute warmest year experienced in Texas during 1895-20186. Our climate is changing because the earth is warming. In Texas, a good benchmark for excessive or extreme heat is the number of 100+ °F days each year6. The number of 100-degree days is closely related to the average summertime temperature6. At rural and semi -urban index stations, where 2000-2018 July -August average temperatures average around 83 °F, there are typically about 12 days per year that reach or exceed 100 °F6. If summertime temperatures rise at a similar rate as the projected annual Texas average, the typical number of 100-degree days would nearly double, to about 21 per year, by 20366. 187 Page 290 of 1298 Figure: 14.1 shows the daily temperature for the current season verses historical data to show that there have been higher than usual temperatures in the Brazos County planning area and that temperatures are expected to rise. People have increased the amount of carbon dioxide in the air by 40 percent since the late 1700s7. Other heat -trapping greenhouse gases are also increasing'. These gases have warmed the surface and lowered the atmosphere of our planet by about one degree during the last 50 years7. Daily Maximum Temperature for Current Season Compared to Historical Average Current Y7D (2C23) El Historical Average (1979-2020( 110 100 u90 90713av ThresFnl{� £ E s so 70 June • 1 July - 1 Date Figure: 14.1 — Historical Average Temperatures (1979-2023) Climate Change August • 1 September - I Source: EPA7 As previously mentioned, climate change may increase the frequency or intensity of hazards over time. The U.S. Climate Resilience Toolkit, Climate Explorer8 provides projected climate conditions for counties across the United States. Projections for two long-term climate scenarios were calculated for temperature. One scenario describes a future in which humans stop increasing harmful emissions by 2040 and then continue to reduce emissions through the end of the century (Lower Emissions)8. The second scenario describes a future in which harmful emissions continue to increase through the end of the century (Higher Emissions)8. The data show that emissions could impact climate, specifically excessive or extreme heat, in Brazos County and its participating entities over the next 80 years causing the number of 100°F days per year to steadily increase over time8. Potential Damages and Losses There is no defined geographic boundary for excessive or extreme heat events. While the entire Brazos County planning area, including all participating entities, is exposed to excessive or extreme temperatures, existing buildings, infrastructure, and critical facilities are not likely to sustain significant damage from excessive or extreme heat incidents. Therefore, any estimated property losses associated with the excessive or extreme heat hazard are anticipated to be minimal across the area. Excessive or extreme temperatures do, however, present a significant threat to life and safety for the population of the County as a whole. Heat casualties, for example, are typically caused by a lack of adequate air-conditioning or heat exhaustion. The most vulnerable population to heat casualties are the elderly, children, or infirmed who frequently live on low or fixed incomes and 188 Page 291 of 1298 cannot afford to run air-conditioning on a regular basis. This population is sometimes isolated, with no immediate family or friends to look out for their well-being. In addition, populations living below the poverty level are unable to run air-conditioning on a regular basis and are limited in their ability to seek medical treatment9. Another segment of the population at risk are those whose jobs consist of strenuous labor outdoors9. Additionally, livestock and crops can become stressed, decreasing in quality or in production, during times of extreme heat9. Students in the planning area are also susceptible as sporting events and practices are often held outside during early fall or late spring when temperatures are at the highest9. Approximately thirty faculty or staff work outdoors for portions of the school day9. The planning area includes several athletic fields that may have ongoing athletic activities that would need to be closely monitored during excessive or extreme heat incidents9. Excessive or extremely high temperatures can have significant secondary impacts, leading to droughts, water shortages, increased fire danger, and prompt excessive demands for energy10 The possibility of rolling blackouts increases with unseasonably high temperatures in what is a normally mild month with low power demands10 Typically, more than 12 hours of warning time would be given before the onset of an excessive or extreme heat incident10. Only minor property damage would result'0. The potential impact of excessive or extreme summer heat is considered "Minor" as injuries and/or illnesses do not result in permanent disability for the Brazos County planning area, including all participating entities. In terms of vulnerability to structures, the impact from excessive or extreme heat would be negligible01. It is possible that critical facilities and infrastructure could be shut down for 24 hours or more, if cooling units are running constantly, leading to a temporary power outage10 Less than ten percent of residential and commercial property could be damaged if excessive or extreme heat incidents lead to structure fires'° The potential impact of excessive or extreme heat for the entire Brazos County planning area can be considered "Minor," resulting in few injuries and minimal disruption to the quality of life. A potential dollar loss estimate for extreme or excessive heat is not available currently. Extent Texas is known for its long hot summers. These conditions can pose problems for those not accustomed to the climate or who are outside for prolonged periods of time. A prolonged period of dangerous excessive heat is expected within about 24 hours. The combination of hot temperatures and high humidity will create a dangerous situation in which heat related illnesses are likely14. The National Weather Service has updated the heat advisory criteria for southeast Texas for 202414. A heat advisory will be issued when the heat index rises to 108 or when the temperature reaches 10314. Unlike 2023, these criteria only need to be met or forecasted for one day for the advisory to go into effect14. A new advisory named "Excessive Heat Warning" has 189 Page 292 of 1298 been added to the list for 2024. It will be issued when the temperature reaches 105 or the heat index reaches 11314 Excessive heat can pose a threat even to individuals and communities that are accustomed to high temperatures. Heat disorders can occur when victims are overexposed to heat or have over - exercised for their age and physical condition. Heat kills by pushing the body beyond its limits. Under normal conditions an internal thermostat produces perspiration that evaporates and cools the body. In excessive heat and high humidity, however, evaporation is slowed, and the body must work extra hard to maintain a normal temperature. Excessive heat kills more people nationally than any other natural disaster. According to the Center for Climatic Research at the University of Delaware, an average of 1,500 American people die every year from the effects of excessive heath Elderly residents, young children, those who are overweight, and people suffering from serious illnesses are especially prone to heat -related problems. Excessive heat disorders include sunburn, heat cramps, heat exhaustion, and heat stroke. Heat stroke is a severe medical emergency12. According to the National Aeronautical and Space Administration, recent years have seen record - breaking temperatures. NASA13 analysis confirms 2023 as warmest year on record; 2002 was the second- warmest year on record; and 2001 was the third -warmest year on record. But due to climate change, The United States has warmed by about 1.5°F since 1895, with most of the rise occurring since 1970. Figure: 14.2, shows a map of the earth and the global surface temperature anomalies or how much warmer or cooler each region of the planet was compared to the average from 1951 to 1980. Normal temperatures are shown in white, higher -than -normal temperatures in red and orange, and lower -than -normal temperatures in blue13 Figure: 14.2 - Global Surface Temperature Anomalies (2023) Source: NASA13 190 Page 293 of 1298 If the world continues to increase emissions of carbon pollution, the country could see 5°F to 10°F of additional warming by the end of the century. Increases in extreme heat could cause a dramatic rise in illnesses and deaths by the end of the century4. Assessment of Impacts The greatest risk from excessive or extreme heat is to public health and safety. Potential impacts to the community may include: D. Vulnerable populations, particularly the elderly, infants, and children can face serious or life -threatening health problems from exposure to excessive or extreme heat including hyperthermia, heat cramps, heat exhaustion, and heat stroke (or sunstroke). D. Response personnel, including utility workers, public works personnel, and any other professions where individuals are required to work outside, are more subject to excessive or extreme heat related illnesses since their exposure would typically be greater. D. High energy demand periods can outpace the supply of energy, potentially creating the need for rolling brownouts which would elevate the risk of illness to vulnerable residents. D. Highways, roads, and infrastructure may be damaged by excessive or extreme heat causing asphalt roads to soften and concrete roads to shift or buckle, as well as infrastructure damages through shifting and shrinking of the clay soil, throughout the planning area. D. Vehicles, engines, and cooling systems typically run harder during excessive or extreme heat incidents resulting in increases in mechanical failures. D. Excessive or extreme heat events during times of drought can exacerbate the environmental impacts associated with drought, decreasing water and air quality and further degrading wildlife habitat. D. Excessive or extreme heat increases ground -level ozone (smog), increasing the risk of respiratory illnesses. D. Food suppliers can anticipate an increase in food costs due to increases in production costs and crop and livestock losses. ➢ Fisheries may be negatively impacted by extreme heat, suffering damage to fish habitats (either natural or man-made) and a loss of fish and/or other aquatic organisms due to decreased water flows or availability. D. Negatively impacted water suppliers may face increased costs resulting from the transport of water resources or development of supplemental water resources. D. Outdoor activities such as fishing, boating, and camping activities may see an increase in injury or illness during excessive or extreme heat incident. The impact of excessive heat increases as the population grows. More people may be exposed to extreme hot temperatures, further increasing energy demand, etc. 191 Page 294 of 1298 The economic and financial impacts of excessive or extreme heat on the community will depend on the duration of the incident, demand for energy, drought associated with excessive or extreme heat, and many other factors. The level of preparedness and the amount of planning done by the jurisdiction, local businesses, and citizens will impact the overall economic and financial conditions before, during, and after an excessive or extreme heat incident. 192 Page 295 of 1298 References — Section 14 1. Texas Department of State Health Services. Health and Human Services. httns://www.dshs.texas.Qov/ 2. Heat. Who is Most at Risk to Extreme Heat. httns://wwwheat.Qov/pages/who-is-at-risk-to-extreme-heat 3. National Oceanic and Atmospheric Administration. Extreme Heat: A Resource Guide. httns://www.noaa.Qov/media- advisorv/extreme-heat-media-resource-guide 4. Centers for Disease Control and Prevention. Extreme Heat. https://www.cdc.Qov/disasters/extremeheat/index.html 5. Risk Factor. Brazos County. httvs://riskfactor.com/county/Brazos-county-tx/48041fsid/heat 6. Climate Texas. Texas A & M University. Main Page. httvs://climatexas.tamu.edu/ 7. Environmental Protection Agency. Extreme Heat. httvs://www.eva.gov/natural-disasters/extreme-heat 8. US Climate Change Resilience Toolkit. Climate Explorer. https://toolkit.climate.zov/tool/climate-explorer-0 9. Substance Abuse and Mental Health Services Administration. How Disasters Affect People of Low Socioeconomic Status. httns://wwwsamhsa.uov/sites/default/files/dtac/srb-low-ses 2.vdf 10. San Antonio Hazard Mitigation Action Plan. 2019. https: //www saoemvrepare.com/Portals/16/Files/Plans/vlanHMAP.vdf?ver=2017-03-01-001439-567 11. The University of Delaware. (2024) Earth, Ocean, & Environment. httvs://www.udel.edulacademics/collezes/ceoe/research/ 12. Federal Emergency Management Agency. (2024). Extreme Heat. httvs: //community. fema. eov/ProtectiveActions/s/article/Extreme-Heat. 13. National Aeronautical and Space Administration. (2023). Extreme Heat. httns://www.nasa.gov/news-release/nasa- analvsis-confirms-2023-as-warmest-vear-on-record/. 14. The National Weather Service. (2015) NWS changes criteria for issuing a Heat Advisory for SE Texas. https: //abc13.com/heat-advisory-explanation-david-tillman-weather/851269/. 193 Page 296 of 1298 This page intentionally left blank. 194 Page 297 of 1298 Section 15 — Infectious Diseases Hazard Description An infectious disease is a clinically evident disease resulting from the presence of pathogenic microbial agents. According to FEMA, infectious diseases are a major threat around the world, killing millions globally each year. Transmission of an infectious disease may occur through one or more means including physical contact with infected individuals. These infecting agents may also be transmitted through liquids, food, bodily fluids, contaminated objects, airborne inhalation, or through vector -borne dissemination. There are three classifications of disease impacts: endemic, epidemic, and pandemic. An endemic is always present at a low frequency, such as chicken pox in the United States. An epidemic is a sudden severe outbreak of disease, such as the bubonic plague during Medieval Times. A pandemic is an epidemic that becomes very widespread and affects a whole region, a continent, or the world, for example COVID 19, which is still currently impacting every corner of the world. In recent years, fears of pandemic have risen because the globalized economy and growing population fosters large scale international travel and trade. Growing populations increase vulnerability because more densely populated areas increase the risk of exposure to an infectious disease, allowing the disease to rapidly advance the spread of the infection. There are many different types of infectious diseases. Due to the rise in certain diseases, Brazos County and its participating entities are working closely with the Brazos County Health District to closely monitor certain diseases that have affected the planning area. The top ten infectious diseases by the number of deaths in 2021, according to the World Health Organization (WHO)1 are COVID-19, chronic respiratory diseases, lower respiratory diseases, diarrheal diseases, Tuberculosis, Malaria, HIV/AIDS, Hepatitis, and Measles. (Table 15.1). OUICK FACTS Endemic A disease outbreak is endemic when it is consistently present but limited to a particular region. This makes the disease spread and rates predictable. Malaria, for example, is considered endemic in certain countries and regions. Epidemic An unexpected increase in the number of disease cases in a specific geography Yellow fever, smallpox, measles, and polio are prime examples of epidemics. An epidemic disease doesn't necessanly have to be contagious. West Nile fever and the rapid increase in obesity rates are also considered epidemics. Epidemics can refer to a disease or other specific health -related behavior (e.g., smoking) with rates that are clearly above the expected occurrence in a community or regional area. Pandemic The World Health Organization (WHO) declares a pandemic when a disease's growth is exponential. This means the growth rate skyrockets, and each day cases grow more than the day prior. In being declared a pandemic, the virus has nothing to do with virology, population immunity, or disease severity. It means a virus covers a wide area, affecting several countries and populations. Source. Centers for Disease Control and Prevention (CDC)12 Pa!g9e5298 of 1298 Table 15.1— Top Ten Infectious Diseases Rank Infectious Diseases Estimated Global Deaths in 2021 1 COVID-19 7.89 roil ion 2 Chronic Respiratory Diseases 4.41mill on 3 Lower Respiratory Infections 2.18 roil ion 4 Diarrheal Diseases 1.17 roil ion 5 Tuberculosis 1.16 inil,ion 6 Malaria 748,000 7 HIVAIDS 718,000 8 Meningitis 214,000 9 Hepatitis 71,800 10 Measles 56,000 Source: WHO' While all these diseases are monitored by Brazos County on a regular basis, the primary disease of concern at the time of this planning process was the Coronavirus disease (COVID-19) due to its rapid spread and impact on the global economy. COVID-19 is an infectious disease caused by a recently discovered coronavirus. Explanation of Diseases Coronavirus Disease 2019 (COVID 19)11 The new name of this disease is coronavirus disease 2019, abbreviated as COVID-19. In COVID-19, 'CO' stands for 'corona,"VI' for 'virus,' and 'D' for the disease, which is caused by the caused by SARS-CoV 2, according to the WHO'. Most people infected with the COVID-19 virus will experience mild to moderate respiratory illness and recover without requiring special treatment. Older people, and those with underlying medical problems like cardiovascular disease, diabetes, chronic respiratory disease, and cancer are more likely to develop serious illness. The COVID-1911 virus spreads primarily through droplets of saliva or discharge from the nose when an infected person coughs or sneezes, so it's important that you also practice respiratory etiquette (for example, by coughing into a flexed elbow). Many months into the COVID-19 pandemic, the coronavirus is still spreading uncontrolled through the country and throughout the world. Public health authorities including the U.S. Centers for Disease Control and Prevention (CDC)12 and the World Health Organization (WHO)' recommend citizens to remain six feet apart, wash hands frequently, disinfect frequently touched surfaces, and wear masks There is a growing school of evidence that COVID-1911 cases are transmitted through aerosols (sometimes referred to as airborne). Like communities around the globe, Brazos County and participating entities have been dramatically impacted by this virus with an average of 782 new confirmed cases and 7 related deaths per day at the peak of the virus surge. The economic impact of the virus has been highly impacted for the planning area. With no immediate relief on the horizon, economic recovery is likely to take years. The COVID-19 infection was declared a pandemic by the World Health 196 Page 299 of 1298 Organization on March 11, 2020. Currently there are three vaccinations that are FDA approved and that the CDC12 recommends: Pfizer-BioNTech, Moderna, or Novavax, to protect against serious illness from COVID-19. It is recommended that everyone aged 5 years and older should get 1 dose of an updated COVID-19 vaccine to protect against serious illness from COVID-19. Children aged 6 months-4 years need multiple doses of COVID-19 vaccines to be up to date, including at least 1 dose of updated COVID-19 vaccine. People who are moderately or severely immunocompromised may get additional doses of updated COVID-19 vaccine12. The CDC contains the latest information and guidance on the COVID-19 pandemic and provides recommendations on protecting citizens and reducing the spread of the disease. Since March 2020, there have been over 78,000 COVID-19 cases and 453 fatalities reported in Brazos County and its participating entities as of December 5, 202319. Most individuals infected with COVID-19 did not require hospitalization. While the length of symptoms is still being studied, most patients experience symptoms for a few days to one week but can be infectious for up to ten days, even after symptoms have subsided. Human Immunodeficiency Virus (HIV) and Acquired Immunodeficiency Syndrome (AIDS)5 Human immunodeficiency virus (HIV)5 is spread through bodily fluids such as blood, semen, vaginal fluids, and breast milk. In the United States, HIV is most commonly transmitted from one person to another through unprotected anal or vaginal sex and through sharing needles or other drug paraphernalia. Transmission also can occur through transfusion of blood or its components from infected persons. In addition, a mother can pass HIV to her baby during pregnancy, during labor, or through breastfeeding. HIV infection is diagnosed by testing blood or saliva for antibodies to the virus or by directly testing for the presence of the virus. HIV damages the immune system leading to immunodeficiency; that is, the immune system is deficient in its ability to fight off infectious agents and cancers. Acquired immunodeficiency syndrome (AIDS)5 is the clinical stage of infection with HIV. The time from HIV infection to the development of AIDS is extremely variable ranging from less than one year to over 15 years. The term most often used for people who are HIV positive is "person living with HIV/AIDS."5 The Centers for Disease Control and Prevention12 estimates that over one million persons, aged 13 years and older, are living with HIV infection. In the United States, gay, bisexual, and other men who have sex with men are considered most at risk of HIV infections. In 2021, there were 100,700 people living with HIV in Texas. Currently, at the time of this information collection there are 256 people in Brazos County infected with HIV15. To date, there are no vaccinations or cures for HIV but there are treatments available. The CDC recommends that a person diagnosed with HIV/AIDS start the pills or shots that are FDA approved to help reduce the amount of HIV carried in their blood (viral load). Some of these medications have decreased a patient's viral load so much that the patients viral load has been deem undetectable 197 Page 300 of 1298 or untransmutable; meaning that patient can no longer transmit HIV through sex and reduces the risk of spread from sharing needless. People cannot become infected through ordinary day-to-day contact such as kissing, hugging, shaking hands, or sharing personal objects, food, or water. Symptoms associated with HIV can vary depending on the stage but generally can includes: • Fever • Headache • Rash • Sore throat • Swollen lymph nodes • Diarrhea • Cough The risk of HIV infection can be reduced by using condoms during sex, getting tested for HIV and other sexually transmitted infections, using harm reduction services for people using intravenous drugs, and administering antiretroviral therapy (ART). There is no cure for HIV infection. Currently, an HIV positive individual must take daily ART12. Foodborne Illnesses17 Foodborne disease is a term used to describe illnesses resulting from the consumption of contaminated foods. These diseases may be caused by bacteria, viruses, or toxins produced by these organisms. Contamination may occur during food production and preparation via inadequate sanitization, improper food handling, or holding food items at inadequate temperatures17. The Centers for Disease Control and Prevention (CDC)12 estimate that one in six Americans, approximately 48 million people, have a foodborne illness each year. Additionally, foodborne diseases kill thousands in the United States each year and cause billions of dollars in healthcare -related and industry costs annually17. Foodborne disease rates in Brazos County and the participating entities are significantly higher than those reported for Texas. Foodborne diseases are commonly underreported, and only a small proportion of illnesses are confirmed by laboratory testing; as a result, the higher Brazos County and participating entities rates could reflect an increased disease burden, or a higher proportion of diseases identified and reported as compared to Texas overall. Nationally, the price tag in costs of treatment, lost work hours, and premature deaths is estimated at $4.1 billion a year, according to the USDA. To date, there are 996 cases reported12. The most common foodborne diseases reported in Brazos County and participating entities, and Texas were Salmonellosis, Campylobacteriosis, and Shigellosis. Other forms of foodborne diseases are Cyclosporiasis, E Coli, which are listed in Table 15.2. Commonly associated with contaminated food, water, or contact with infected animals, salmonellosis has been associated with many food items and animal exposures over the past few 198 Page 301 of 1298 years. Nationally, salmonellosis is identified more frequently in children which is also the case in Brazos County and participating entities. Salmonella is a leading culprit, with an estimated 1.35 million infections a year18. Campylobacteriosis is associated with eating raw or undercooked poultry, raw milk dairy products, contaminated produce and drinking water. In the last 5 years (2018-2022) there have been 282 cases reported in Brazos County and the participating entities19 Shigellosis is an illness caused by Shigella bacteria. It is transmitted by hand-to-mouth contact with stool (feces) from a sick person or animal, eating contaminated foods, or drinking contaminated water. Children and people who work in day care facilities are prone to contracting this disease. Other ways of contracting the disease may be through sexual practices or caring for someone who has Shigellosis; or traveling to other countries where the food/water supply is contaminated and unsafe. In the last 5 years (2018-2022) there have been 52 cases reported in Brazos County and the participating entities. These numbers are currently down due to the increase in hand washing and sanitizing due to COVID 19 recommendations19 Vector borne Diseases Malaria6 Malaria is a serious and sometimes fatal disease caused by a parasite that commonly infects a certain type of mosquito which feeds on humans. People who get malaria are typically very sick with high fevers, shaking chills, and flu -like illness. Four kinds of malaria parasites infect humans: Plasmodium falciparum, P. vivax, P. ovale, and P. malariae. In addition, P. knowlesi, a type of malaria that naturally infects macaques in Southeast Asia, also infects humans, causing malaria that is transmitted from animal to human ("zoonotic" malaria). P. falciparum is the type of malaria that is most likely to result in severe infections and if not promptly treated, may lead to death. Although malaria can be a deadly disease, illness and death from malaria can usually be prevented6. About 2,000 cases of malaria are diagnosed in the United States each year. Most cases in the United States are in travelers and immigrants returning from parts of the world where malaria transmission occurs, including sub-Saharan Africa and South Asia6. Currently, as of August 2023, there has been one (1) case of Malaria reported in Texas. Currently, there are no reported cases of Malaria in the planning area. Early symptoms include: • Fever • Headache • Chills However, some types of malaria can cause severe illness and death. Symptoms of severe malaria include: • Extreme tiredness and fatigue • Impaired consciousness 199 Page 302 of 1298 • Multiple convulsions • Difficulty breathing • Dark or bloody urine • Jaundice • Abnormal breathing Infants, children under five, pregnant women, travelers, and people with HIV or AIDS are at higher risk of infection. Malaria infections can be prevented by using mosquito nets, repellants, using window screens and wearing protective clothing. There are also two WHO -recommended vaccines available for those in endemic countries. Multiple medicines can be used to treat Malaria. Treatment is dependent on several factors such as the type of malaria, drug resistance, weight, and age, and whether the individual is pregnant or not6. West Nile Virus20 West Nile virus infection20 is the most common vector borne disease in the United States. In nature, the West Nile virus is spread between mosquitos and birds. Infected mosquitos will infect birds while getting a blood meal. Mosquitos can become infected by feeding on infected birds20. West Nile virus is primarily transmitted to humans by the bite of an infected mosquito. Transmission also may occur through blood transfusions, organ transplants, and from mother to baby during pregnancy, delivery, or breastfeeding. Most people with a West Nile virus infection experience a fever with headache, body aches, and joint pains. Severe symptoms in some people include encephalitis or meningitis20. In 2023, The state of Texas reported 84 cases of the West Nile Virus. Which displays the most cases reported in the United States for 202312. While there were no cases reported in the planning area, there were mosquitoes trapped within the planning area carrying the West Nile Virus20. The Health District urged Brazos County and participating entities residents to take four precautions to minimize exposure to mosquitoes carrying WNV19. • DEET: Whenever outside, use insect repellents with the active ingredient DEET or other EPA -registered repellents and always follow label instructions19 • Dress: Wear long, loose, and light-colored clothing outside19 • Drain: Drain or treat all standing water in and around your home or workplace where mosquitoes could lay eggs19 • All Day Long: Day, Dusk and Dawn — Limit your time outdoors, mosquitoes are active any time, day, or night19 200 Page 303 of 1298 Influenza A (H1N1)13 In March 2009, a novel strain of Influenza A (H1N1 or "Swine Flu")13 virus was detected in Mexico and the United States. The virus has since spread worldwide. The Center for Disease Control and Prevention (CDC) estimates that from April 12, 2009, to April 10, 2020, there were over 60.8 million cases, 274,304 hospitalizations, and 12,469 deaths in the United States due to the H1N1 virus12. The most commonly reported symptoms include cough, fever, sore throat, and gastrointestinal symptoms, such as vomiting and diarrhea. Most individuals infected with H1N1 did not require hospitalization and had symptoms that lasted four days. The CDC12 reports that confirmed flu activity continues to decrease for the 2019-2020 season. Currently there are no reported cases of H1N1 in Texas or the planning area. However, DSHS reports that H1N1 is still a very contagious form of the flu but is currently considered under controlls H5N1 Avian Flu (Bird F1u)21 H5N 1 is a highly pathogenic avian (bird) flu virus21 that has caused serious outbreaks in domestic poultry in parts of Asia and the Middle East. Highly pathogenic refers to the virus's ability to produce disease. Although H5N1 does not usually infect humans, 861 cases of human infection with avian influenza were reported globally from January 2003 to August 202021. Most human cases of "highly pathogenic" H5N1 virus infection have occurred in people who had recent contact with sick or dead poultry that were infected with H5N1 viruses21. About 60% of people infected with the virus died from their illness. Unlike other types of flu, H5N1 usually does not spread between people. The first case of H5N121 in Texas was confirmed on April 2, 2022. Currently, there are no reported cases in the planning area21. It is rare for humans to be infected with this virus. You cannot get infected with these viruses from properly handled and cooked poultry or eggs22. However, flu viruses are constantly changing, and animal flu viruses can change such that they may gain the ability to infect people easily and spread among people, causing a pandemic. Federal and State partners work jointly on additional surveillance and testing in affected areas, following existing avian influenza response plans22. Ebola Virus Disease (EVD)23 Ebola is a viral hemorrhagic fever disease. Symptoms of Ebola may include fever, severe headache, muscle pain, vomiting, diarrhea, stomach pain, or unexplained bleeding or bruising. Symptoms may appear anywhere from 2 to 21 days after exposure to the virus, although 8 to 10 days is the most common for symptoms to occur23. The 2014 - 2016 Ebola outbreak was centered in three countries in West Africa23. Ebola does not pose a significant risk to the United States public, however, during this outbreak there were eleven (11) people treated within the US. In 2014, one (1) patient was diagnosed with Ebola in Texas. Currently, there are no known cases of Ebola in the planning area15 201 Page 304 of 1298 Respiratory Infections2 Respiratory illnesses are common in the fall and winter, with seasonal cases of influenza, strep throat and respiratory syncytial virus, or RSV, and COVID 19. Respiratory tract infections (RTIs)2 are infections of parts of the body involved in breathing, such as the sinuses, throat, airways, or lungs. Symptoms of an RTI include: • a cough — you may bring up mucus (phlegm). • Sneezing. • a stuffy or runny nose. • a sore throat. • Headaches. • muscle aches. • breathlessness, tight chest, or wheezing. • a high temperature. • feeling generally unwe112. **Upper Infections include the Common Cold, Sinusitis, Tonsillitis, and Laryngitis2. Upper respiratory tract infections can be defined as self -limited irritation and swelling of the upper airways with associated cough and no signs of pneumonia, in a patient with no other condition that would account for their symptoms, or with no history of chronic obstructive pulmonary disease, emphysema, or chronic bronchitis. Upper respiratory tract infections involve the nose, sinuses, pharynx, larynx, and large airways2. **Lower Infections include Bronchitis, Bronchiolitis, Chest Infections, and Pneumonia (lung infections)2. Lower respiratory infections are caused by a variety of microbes, including bacteria, viruses, and fungi. Often, a lower respiratory infection can be accompanied by a cold or flu. Lower respiratory infections can occur to anyone, but those most at risk include: • Smokers. • Young children. • Adults over age 65. • People with respiratory diseases. • People with weakened immune systems, including those with HIV. • People who have just had major surgery2. Given the highly transmittable behaviors of respiratory illnesses, there has been, to date, a 4.4% rising trend of reported respiratory illnesses and is expected to continue to rise2. Currently, Texas and the planning area are at an activity level of "HIGH" (See Figure 15.1) It is also worth noting that animals may also have respiratory illnesses that may be viral or bacterial. The most common signs are: 202 Page 305 of 1298 • Rapid breathing or continuous panting. • Long drawn -out breathing. • Being unable to settle and distress. • Standing with elbows pointed outwards and the neck extended. • Exaggerated or abnormal movement of the chest/abdomen while breathing. • Blue gums. • Collapse. • Open mouth breathing (in cats)2. and diagnosis is usually based on history, radiographs, and other laboratory tests as indicated. Any animals having signs of a respiratory illness should be seen by a veterinarian. n ax�a�aiaava Figure 15.1 — Outpatient Respiratory Illness Activity Map (Reported) Tuberculosis (TB)4 ILI Activity Level 1 Very Hlgh • • • 1 High • • Moderate ] Lon 1 Minimal • Insufficient Data Source: CDC12 Tuberculosis (TB)4 is an infectious disease that most often affects the lungs and is caused by a type of bacteria. It spreads through the air when infected people cough, sneeze, or spit. Tuberculosis is preventable and curable. About a quarter of the global population is estimated to have been infected with TB bacteria4. • A total of 1.3 million people died from TB in 2022 (including 167 000 people with HIV)4. • Worldwide, TB is the second leading infectious killer after COVID-19 (above HIV and AIDS)4. • In 2022, an estimated 10.6 million people fell ill with tuberculosis (TB) worldwide, including 5.8 million men, 3.5 million women and 1.3 million children. TB is present in all countries and age groups. TB is curable and preventable4. • Multidrug-resistant TB (MDR -TB) remains a public health crisis and a health security threat4. 203 Page 306 of 1298 • Only about 2 in 5 people with drug resistant TB accessed treatment in 20224. • Global efforts to combat TB have saved an estimated 75 million lives since the year 20004. • United States - $13 billion is needed annually for TB prevention, diagnosis, treatment, and care to achieve the global target agreed at the 2018 United Nations high level - meeting on TB4. Common symptoms of TB: • prolonged cough (sometimes with blood) • chest pain • weakness • fatigue • weight loss • fever • night sweats The symptoms people get depend on where in the body TB becomes active. While TB usually affects the lungs, it also affects the kidneys, brain, spine, and skin4. People with latent TB infection don't feel sick and aren't contagious. Only a small proportion of people who get infected with TB will get TB disease and symptoms. Babies and children are at higher risk4. Certain conditions can increase a person's risk for tuberculosis disease: • diabetes (high blood sugar) • weakened immune system (for example, HIV or AIDS) • being malnourished • tobacco use Unlike TB infection, when a person gets TB disease, they will have symptoms. These may be mild for many months, so it is easy to spread TB to others without knowing it4. In 2022, 7,415 Texans were exposed to TB. Of those exposed, 1,097 people were diagnosed with TB in 2022. Texas ranks #2 among U.S. states with the most TB15. The number of cases reported in 2022 represents an increase of 9.9 percent from 2021 when 998 cases were reported15. The Texas TB rate in 2021 (most recent data available) was 3.38 cases per 100,000 persons15. Texas has a higher TB case rate than the national rate. In 2022, fifty (50) Texans died of TB15 Currently, the Brazos County Health District has a Tuberculosis Elimination Clinic that offers testing, treatment, and prevention. Brazos County Health District has identified 1,000,000 cases in the planning area19 Diarrheal Diseases3 204 Page 307 of 1298 Diarrheal disease3 is the second leading cause of death in children under five years old and was responsible for the deaths of 370,000 children in 2019. The most severe threat posed by diarrhea is dehydration. During an episode of diarrhea, water and electrolytes including sodium, chloride, potassium, and bicarbonate are lost through liquid stools, vomit, sweat, urine and breathing. A person with diarrhea becomes dehydrated when these losses are not replaced. In addition, diarrhea is a major cause of malnutrition, making the person more susceptible to future bouts of diarrhea and to other diseases3. There are three clinical types of diarrheas, each with its specific treatments: • Acute watery diarrhea, which may last several hours or days, and includes cholera. • Acute bloody diarrhea, also called dysentery. • Persistent diarrhea, lasting 14 days or longer3. **Causes —Acute Diarrhea3 Most cases of acute, watery diarrhea are caused by viruses (viral gastroenteritis). The most common ones in children are rotavirus and in adults are norovirus (this is sometimes called "cruise ship diarrhea" due to well publicized epidemics). Bacteria are a common cause of traveler's diarrhea3. **Causes — Chronic Diarrhea3 Chronic diarrhea is classified as fatty or malabsorption, inflammatory or most commonly watery. Chronic bloody diarrhea may be due to inflammatory bowel disease (IBD), which is ulcerative colitis or Crohn's disease. Other less common causes include ischemia of the gut, infections, radiation therapy and colon cancer or polyps. Infections leading to chronic diarrhea are uncommon, apart from parasites3. The most common small bowel disease in the U.S. is celiac disease, also called celiac sprue. Crohn's disease can also involve the small bowel. Whipple's disease, tropical sprue, and eosinophilic gastroenteritis are some of the rare conditions that can lead to malabsorption diarrhea3. There are many causes of watery diarrhea, including carbohydrate malabsorption such as lactose, sorbitol, and fructose intolerance. Symptoms of abdominal bloating and excessive gas after consuming dairy products suggest lactose intolerance24. This condition is more common in African Americans and Asian-Americans24. Certain soft drinks, juices, dried fruits, and gums contain sorbitol and fructose, which can lead to watery diarrhea in people with sorbitol and fructose intolerance24. Diarrhea is a frequent side effect of antibiotics24. Certain other medications such as NSAIDs, antacids, antihypertensives, antibiotics and antiarrhythmics can have side effects leading to diarrhea24. 205 Page 308 of 1298 Parasitic intestinal infections such as giardiasis can cause chronic diarrhea. Diabetes mellitus may be associated with diarrhea due to nerve damage and bacterial overgrowth; this occurs mainly in patients with long-standing, poorly controlled diabetes2422. Irritable bowel syndrome (IBS) is a condition often associated with diarrhea, constipation or more frequently alternating diarrhea and constipation. Other common symptoms are bloating, abdominal pain relieved with defecation and a sense of incomplete evacuation24. Recent dietary changes can also lead to acute diarrhea. These include intake of coffee, tea, colas, dietetic foods, gums, or mints that contain poorly absorbable sugars. Acute bloody diarrhea suggests a bacterial cause like Campylobacter, Salmonella or Shigella or Shiga-toxin E. coli. Traveler's diarrhea is common in those who travel to developing countries and results from exposure to bacterial pathogens most commonly enterotoxigenic E. coli. The best method of prevention is to avoid eating and drinking contaminated or raw foods and beverages24. Because diarrheal infections/diseases often go unreported or undiagnosed, currently, there is no consolidated number of people in Texas or the planning area to report. But the Brazos County Health District reports there are cases within the area19 Measles' Measles' infects the respiratory tract and then spreads throughout the body. Symptoms include a high fever, cough, runny nose, and a rash all over the body. Being vaccinated is the best way to prevent getting sick with measles or spreading it to other people. Also called rubeola, measles spreads easily and can be serious and even fatal for small children. While death rates have been falling worldwide as more children receive the measles vaccine, the disease still kills more than 200,000 people a year, mostly children'. As a result of high vaccination rates in general, measles hasn't been widespread in the United States in about two decades'. Measles signs and symptoms appear around 10 to 14 days after exposure to the virus. Signs and symptoms of measles typically include: • Fever. • Dry cough. • Runny nose. • Sore throat. • Inflamed eyes (conjunctivitis). • Tiny white spots with bluish -white centers on a red background found inside the mouth on the inner lining of the cheek — also called Koplik's spots. • A skin rash made up of large, flat blotches that often flow into one another'. Measles is a highly contagious virus that lives in the nose and throat mucus of an infected person. It can spread to others through coughing and sneezing. If other people breathe the contaminated air or touch the infected surface, then touch their eyes, noses, or mouths, they can become infected. Animals do not get or spread measles'. 206 Page 309 of 1298 Measles can be prevented with MMR vaccine. The vaccine protects against three diseases: measles, mumps, and rubella. CDC12 recommends children get two doses of MMR vaccine, starting with the first dose at 12 through 15 months of age, and the second dose at 4 through 6 years of age. Teens and adults should also be up to date on their MMR vaccination. The MMR vaccine is very safe and effective. Two doses of MMR vaccine are about 97% effective at preventing measles; one dose is about 93% effective. Children may also get MMRV vaccine, which protects against measles, mumps, rubella, and varicella (chickenpox)12. Prior to vaccine introduction, annual measles incidence peaked at 85,862 in 1958 in Texas. Since the introduction of vaccine, cases have decreased by 99.9 percent in Texas15. In 2019, Texas experienced an increase of measles to 23 cases, the highest case count since 2013 (27 cases)15. There are no reported cases of measles in the planning area19 Whooping Cough (Pertussis)8 Whooping cough (pertussis)8 is a highly contagious respiratory tract infection. Whooping Cough is not RSV8. In many people, it's marked by a severe hacking cough followed by a high-pitched intake of breath that sounds like "whoop." The first symptoms of pertussis may be those of a common cold, including nasal congestion, runny nose, sneezing, red and watery eyes, mild fever, and a dry cough. After about one week to 2 weeks, the dry cough becomes a wet cough that brings up thick, stringy mucus. Many babies with whooping cough don't cough at all. Instead, it may cause them to turn blue or struggle to breathe. It may seem like a common cold for the entire illness, not just the beginning8. Whooping cough, also known as pertussis, is a very contagious respiratory illness caused by a type of bacteria called Bordetella pertussis8. The disease is only found in humans. Whooping cough bacteria attach to the cilia (tiny, hair -like extensions) that line part of the upper respiratory system. The bacteria release toxins (poisons), which damage the cilia and cause airways to swell8. The bacteria that cause whooping cough spread easily from person to person through the air. When a person who has whooping cough sneezes or coughs, they can release small particles with bacteria in them. Other people then breathe in the bacteria. It also spreads when people spend a lot of time together or share breathing space, like when you hold a newborn on your chest8. Pertussis is known to occur in three to five-year cycles$. The last peak year in Texas was 2013 with 3,985 cases, the highest annual case count since 1959. There were 1,765 cases in 2017, and cases have remained relatively stable in 2018 and 2019, with 1,168 and 1,320 reported cases in 2020, respectively15. Currently, there are no reported cases of Whooping Cough in the planning area19 First symptoms appear 7-10 days after exposure and include: • Mild fever • Runny nose • Cough 207 Page 310 of 1298 Pneumonia is a relatively common complication and seizures and brain disease occur rarely. Most people may be contagious up to 3 weeks after the cough begins. The disease is most dangerous in infants and is a significant cause of death and disease in this age group. Antibiotics are used to treat infections, but the best way to prevent pertussis is through immunization8. Hepatitis16 Hepatitis16 is an inflammation of the liver that is caused by a variety of infectious viruses and noninfectious agents leading to a range of health problems, some of which can be fatal. There are five main strains of the hepatitis virus, referred to as types A, B, C, D and E16. While they all cause liver disease, they differ in important ways including modes of transmission, severity of the illness, geographical distribution, and prevention methods. In particular, types B and C lead to chronic disease in hundreds of millions of people and together are the most common cause of liver cirrhosis, liver cancer and viral hepatitis -related deaths. An estimated 354 million people worldwide live with hepatitis B or C, and for most, testing and treatment remain beyond reach16. **There are five viruses that cause the different forms of viral hepatitis: hepatitis A, B, C, D and E16 Hepatitis A is mostly a food -borne illness and can be spread through contaminated water and unwashed food. It is the easiest to transmit, especially in children, but is also the least likely to damage the liver and is usually mild. About 85% of people with hepatitis A recover within three months, and almost all recover within six months. The disease does not become chronic, and there are no long-term health implications16 Hepatitis B can be transmitted through exposure to contaminated blood, needles, syringes, or bodily fluids and from mother to baby. It is a chronic disorder and in some cases may lead to long-term liver damage, liver cancer and cirrhosis of the liver after many years of carrying the virus16. There are two types of hepatitis B infections: • Acute infection. When a person is first infected with hepatitis B, it is called an acute infection. Symptoms range from no symptoms to liver failure. Usually, adults recover from this and have no further problems16 • Chronic infection. If the virus remains in the blood for more than six months, then it is considered a chronic infection. While most adults do not develop chronic hepatitis B, infants and young children are less able to rid their bodies of the virus and may develop chronic hepatitis B as a result16 Acute hepatitis B usually resolves on its own without intervention. Treatment for chronic hepatitis B includes medications to suppress the virus and reduce the risk of long-term medical complications16 208 Page 311 of 1298 Hepatitis C is only transmitted through infected blood or from mother to newborn during childbirth. It too can lead to liver cancer and cirrhosis in the long term16 Hepatitis C may develop without any signs or symptoms, or symptoms may be nonspecific and short-lived. There are three phases of hepatitis C, and symptoms may differ depending on the stage. Early in the disease or the first stage, called the prodromal phase, the second stage is the preicteric phase, the third stage is the icteric phase16 Often, patients with hepatitis C do not experience any symptoms. Many are diagnosed after routine blood works shows abnormal liver enzymes. Sometimes, patients are tested because of their risk factors, such as exposure to needles or a history of blood transfusions Thanks to advances in medication options, many patients with hepatitis C can be cured. Your hepatologist or infectious disease expert will determine treatment based on your virus type16 Hepatitis D is only found in people who are also infected with hepatitis B. The hepatitis D virus (HDV) is an RNA virus discovered in 1977 that is structurally unrelated to the hepatitis A, B or C virus. HDV causes a unique infection that requires the assistance of viral particles from hepatitis B virus (HBV) to replicate and infect other hepatocytes. Its clinical course is varied and ranges from acute self -limited infection to acute fulminant liver failure. Chronic liver infection can lead to end -stage liver disease and associated complications. HDV infection occurs more commonly among adults than children16. Treatment consists primarily of support. Liver transplantation is indicated in patients with fulminant liver failure16. Fulminant is the severe of sudden onset of a disease or a symptom16 Hepatitis E, also called enteric hepatitis (enteric means related to the intestines), is similar to hepatitis A, and more prevalent in Asia and Africa. It is also transmitted through the fecal -oral route. It is generally not fatal, though it is more serious in women during pregnancy and can cause fetal complications. Most patients with hepatitis E recover completely16. Hepatitis A and E usually resolve after a period of four to eight weeks of illness. They do not cause chronic hepatitis, and usually no special treatment is necessary16 In 2018, 88 cases of hepatitis A were reported in Texas, the lowest total count so far. In 2019 that number rose to 160 cases and in 2020 rose to 223 cases, largely due to an outbreak15 Over the past 10 years, the reported incidence of acute hepatitis B has continued to decline, from 394 cases in 2010 to 50 cases in 2020. Adults ages 18 and older have consistently made up many acute hepatitis B cases in Texas15 There are currently 387,395 Texans (1.79%) that are infected with the hepatitis C virus. County prevalence varied from 1.25% to 2.63%, with higher rates concentrated along the US —Mexico border. However, most cases of infection were located near major Texas cities15 Tetanus9 Tetanus9 is a disease of the nervous system caused by toxins released by the Clostridium tetani bacteria. The tetanus bacterium enters the body through a break in the skin. Tetanus may follow 209 Page 312 of 1298 elective surgery, burns, deep puncture wounds, crush wounds, otitis media (ear infections), dental infection, animal bites, abortion, and pregnancy. Tetanus is not transmitted from person to person. Tetanus9 mainly affects the neck and abdomen. Tetanus is also known as "lockjaw" because it often causes a person's neck and jaw muscles to lock, making it hard to open the mouth or swallow. It also can cause breathing problems, severe muscle spasms, and seizure -like movements. Complete recovery can take months. If left untreated, tetanus can be fatal. Tetanus is not transmitted from one person to another. A person with tetanus is not infectious to others9. Tetanus9 is rare in Texas, with only a total of (11) cases from 2015 through 2019. However, people who have never been vaccinated, or who have not had a booster in recent years, are at highest risk for tetanus. The Brazos County Health Department has clinics for onsite testing and currently track the infections or outbreaks within the planning area19 Symptoms can include: • Jaw cramping or inability to open the mouth. • Muscle spasms often in the back, abdomen, or extremities. • Sudden painful muscle spasms often triggered by sudden noises. • Trouble swallowing. • Seizures. • Headaches. • Fever and sweating. • Changes in blood pressure or fast heart rate Tetanus9 requires treatment in a medical facility, often in a referral hospital. However, people who recover from tetanus do not have natural immunity and can be infected again and therefore need to be immunized. Tetanus can be prevented through immunization with tetanus-toxoid- containing vaccines9. Rabiesl° Rabies10 is a preventable viral disease most often transmitted through the bite of a rabid animal. The rabies virus infects the central nervous system of mammals, ultimately causing disease in the brain and death. Many rabies cases reported to the Centers for Disease Control and Prevention (CDC) each year occur in wild animals like bats, raccoons, skunks, and foxes, although any mammal can get rabies10 Rabies is a viral zoonotic disease that causes progressive and fatal inflammation of the brain and spinal cord. Clinically, it has two forms: • Furious rabies — characterized by hyperactivity and hallucinations10 • Paralytic rabies — characterized by paralysis and comalo Although in most cases fatal, once clinical signs appear, rabies is entirely avoidable; vaccines, medicines and technologies have long been available to prevent death from rabies. Nevertheless, 210 Page 313 of 1298 rabies still kills tens of thousands of people each year. Of these cases, approximately 99% are acquired from the bite of an infected dog10 Rabies is one of the neglected tropical diseases (NTD) that predominantly affects already marginalized, poor and vulnerable populations. Although effective human vaccines and immunoglobulins exist for rabies, these are often not readily available or accessible to those in need. Managing a rabies exposure, where the average cost of rabies post -exposure prophylaxis (PEP) is currently estimated at an average of $108.00, can be a catastrophic financial burden'° After a rabies exposure, the rabies virus must travel to the brain before it can cause symptoms. The time between exposure and appearance of symptoms is the incubation period. It may last for weeks to months. The incubation period may vary based on the location of the exposure site (how far away it is from the brain), the type of rabies virus, and any existing immunity'° The first symptoms of rabies may be like the flu, including weakness or discomfort, fever, or headache. There also may be discomfort, prickling, or an itching sensation at the site of the bite. These symptoms may last for days10 Symptoms then progress to cerebral dysfunction, anxiety, confusion, and agitation. As the disease progresses, the person may experience delirium, abnormal behavior, hallucinations, hydrophobia (fear of water), and insomnia. The acute period of disease typically ends after 2 to 10 days. Once clinical signs of rabies appear, the disease is nearly always fatal, and treatment is typically supportive. Less than 20 cases of human survival from clinical rabies have been documented. Only a few survivors had no history of pre- or postexposure prophylaxis'° The signs, symptoms, and outcome of rabies in animals can vary. Symptoms in animals are often like those in humans. These include early nonspecific symptoms, acute neurologic symptoms, and ultimately death10 211 Page 314 of 1298 While rabies can be present in any animal, the following have been confirmed in Texas15. (See Figure 15.2) • Bat • Bovine (Cow) • Cat • Dog • Equine (Horse) • Fox • Goat • Racoon • Skunk 421 animal • +Cat ®ow * Emane 0 Fox Q Cox • aa®n , Skunk • Laboratory -confirmed rabies in all species, 2023 • f:• • Map pdaLed 12,812023 Figure: 15.2 — Laboratory Rabies (all species) Texas Know When to Wash Your Hands12 You can help yourself and your loved ones stay healthy by washing your hands often, especially during these key times when you are likely to get and spread germs: Source: DSHS15 • Before, during, and after preparing food. • Before and after eating food. • Before and after caring for someone at home who is sick with vomiting or diarrhea. • Before and after treating a cut or wound. • After using the toilet. • After changing diapers or cleaning up a child who has used the toilet. • After blowing your nose, coughing, or sneezing. • After touching an animal, animal feed, or animal waste. • After handling pet food or pet treats. • After touching garbage. If soap and water are not readily available, use hand sanitizer with at least 60% alcohol to clean your hands. Improving Ventilation and Spending Time Outdoors12 • Bringing in as much outdoor air as possible —for example, opening windows. • Increasing air filtration in your heating, ventilation, and air conditioning (HVAC) system, such as by changing filters frequently and using filters that are properly fitted and provide higher filtration. 212 Page 315 of 1298 • Using portable high -efficiency particulate air (HEPA) cleaners. • Turning on exhaust fans and using other fans to improve air flow. • Turning your thermostat to the "ON" position instead of "AUTO" to ensure your HVAC system provides continuous airflow and filtration. Moving Indoor Activities Outdoors12 You are less likely to be infected with COVID-19 or other respiratory illnesses during outdoor activities because virus particles do not build up in the air outdoors as much as they do indoors. If you see a spike or rise in hospital admissions in your area, consider increasing the number of group activities you move outside. Increasing Space and Distance12 Small particles that people breathe out can contain virus particles. The closer you are to a greater number of people, the more likely you are to be exposed to the virus that causes COVID-19 or other respiratory illnesses. To avoid this possible exposure, you may want to avoid crowded areas, or keep distance between yourself and others. These actions also protect people who are at high risk for getting very sick from COVID-19 or other respiratory illnesses, in settings where there are multiple risks for exposure. Wearing Masks or Respirators12 Masks are made to contain droplets and particles that you breathe, cough, or sneeze out. A variety of masks are available. Some masks provide a higher level of protection than others. Respirators (for example, N95) are made to protect you by fitting closely on the face to filter out particles, including the virus that causes COVID-19 and many other respiratory illnesses. They can also block droplets and particles you breathe, cough, or sneeze out so you do not spread them to others. Respirators (for example, N95) provide higher protection than masks. When wearing a mask or respirator (for example, N95), it is most important to choose one that you can wear correctly, that fits closely to your face over your mouth and nose, that provides good protection, and that is comfortable for you. Get Tested12 Get tested if you have any symptoms. A test tells you if you are infected with a virus/disease. Also let your doctor know if you have been traveling out of state or country. If you think you have been exposed to a virus/disease and do not have symptoms, you should get tested after your expected exposure. Following Recommendations for What to Do If You Have Been Exposed12 If you were exposed to someone with a virus/disease, you may have been infected. Follow CDC's recommendations for what to do if you were exposed. This includes wearing a high- 213 Page 316 of 1298 quality mask when indoors around others (including inside your home) for 10 days, testing, and monitoring yourself for symptoms. Staying Home When You Have Suspected or Confirmed COVID-19 or a respiratory illness12 If you have any illness, you can spread it to others, even if you do not have symptoms. If you have symptoms, get tested and stay home until you have your results. If you have tested positive (even without symptoms), follow CDC's or your physician's recommendations. These recommendations include staying home and away from others for at least 5 days (possibly more, depending on how the virus/disease affects you) and wearing a high -quality mask when indoors around others for a period. Hazardous Areas Pandemics are random and only a few happen every century. The impacts from an infectious disease event can affect all areas of the world; therefore, all areas are vulnerable, as evidenced by the current COVID-19 pandemic. Globalization has made it increasingly difficult to contain localized outbreaks as infected or exposed people travel across the world in a matter of hours. Third world countries have fewer resources to fight disease and may be more vulnerable than more industrialized nations. In the United States, the public health system works at the federal, state, and local levels to monitor diseases, plan, and prepare for outbreaks, and prevent epidemics where possible. There is no distinct geographic boundary to infectious disease; therefore, it can occur throughout the Brazos County planning area. Extent The severity of a pandemic virus can be evaluated from the perspective of the individual who has been infected; or from the population level, how many complications and deaths might be expected as a whole. The most common measure of severity for a pandemic virus event is the case -fatality rate (CFR) as depicted in Figure 15.3. The severity of the pandemic is measured in Category 1 through 5 based on the number of fatalities. 214 Page 317 of 1298 Case Fatality Projected Number of Deaths' Ratio US Population, 2005 >2.0% 1.0 - <2.0% 0.5 - c1.0% Category 5 Category 4 >1,800.000 900,000 - r 1,900.000 450.000 - <900,000 0.1% -cd,6% tegory 2 90,000-.450,000 e0.1% Category 1 <90.000 'Assumes 30% illness rate and unmitigated pandemic without mteivenbons Figure: 15.3 — Case Fatality Rate for Severity Source: CDC' The magnitude of a pandemic event is identified in terms of warning levels based on population. Figure 15.4 illustrates the various warning levels for pandemic based on the transmission level. NOTE: The COVID-19 pandemic warning level reached Phase 6. Previous Occurrences Interpandemic Phase 1 Low risk of human case Phase 2 Higher risk of human case Pandemic Alert Pandemic Alert Elevated Phase 5 Evidence of significant human -to - Pandemic Phase 6 Efficient and sustained human -to -human transmission. Figure: 15.4 Warning Levels for Pandemic(s) Source: WHO' The Brazos County Health District has compiled a report on infectious disease from 2015-2023. The number of cases and rates are included in Table:15.2. On average, (175) cases of infectious disease whose transmission could be enhanced during disasters are reported annually19 215 Page 318 of 1298 I. Infectious Disease 2015 2016 2017 2018 2019 2020 2021 2022 Campylobacteriosis Chickenpox (varicella) Cryptosporidiosis Cyclosporiasis E. coli (Shiga Toxin -producing) Legionellosis Malaria Mumps Pertussis Salmonellosis Shigellosis Strep pneumoniae Vibrio infection parahaemolyticus 3 55 162 4 0 Table: 15.2 — Cases and Rate Per Disease 32 44 71 42 99 34 59 48 3 9 7 0 1 0 2 0 5 9 15 12 19 5 10 7 0 1 1 4 3 9 7 5 9 9 15 11 21 7 5 13 1 1 2 3 0 0 2 1 0 0 0 1 3 0 0 2 0 1 8 3 1 0 0 0 1 1 5 4 0 0 0 53 66 55 62 22 46 38 18 11 20 17 9 3 3 8 8 9 15 2 3 7 2 1 0 2 1 0 0 Source: BCHD19 Pathogenic event hazards are common. In 2014, a popular local restaurant was found to be the source of a Salmonella cluster. Over 30 cases were confirmed for a rare Ohio strain of Salmonella and four food samples collected at the restaurant also tested positive. In 2022, a global outbreak of mpox was detected. Symptoms of the virus include fever, chills, swollen lymph nodes, back/joint/muscle pain, and a rash that eventually scabs over and falls off. There were seven known cases of mpox in Brazos County and its planning area. Mpox is an infectious virus called monkeypox25. Experts now prefer to call it mpox to avoid associations with monkeys or the idea that it does not affect people. It was first discovered in 1958 among monkeys used for research in a Danish laboratory25. Mpox illnesses, including severe infections, continue to occur across the United States25. CDC recommends people with the sexual risk factors for mpox get vaccinated now if they have not already received two doses of JYNNEOS vaccine. Those at risk include (but are not limited to) men who have sex with men (MSM) who have more than one sexual partner and those who have sex with them, regardless of gender. CDC does not currently recommend more than two vaccine doses25. People with mpox25 often get a rash that may be located on hands, feet, chest, face, or mouth or near the genitals, including penis, testicles, labia, and vagina, and anus. The incubation period is 3-17 days. During this time, a person does not have symptoms and may feel fine. • The rash will go through several stages, including scabs, before healing25. • The rash can initially look like pimples or blisters and may be painful or itchy25. Mpox symptoms usually start within 3 weeks of exposure to the virus. If someone has flu -like symptoms, they will usually develop a rash 1-4 days later. A person with mpox can spread it to others from the time symptoms start until the rash has fully healed and a fresh layer of skin has formed25. 216 Page 319 of 1298 Future Probability of Events Epidemics and pandemics have occurred in human and animal populations for thousands of years. As humans began to gather and congregate in urban areas, the potential for pandemics and epidemics increased. As trade routes became established and contact with other cities became more frequent, the potential for transmission of illnesses increased. As trade routes became established and contact with other cities became more frequent, the potential for transmission of illnesses increased. In modern society, the ease of global travel has created a situation where viruses and bacteria can spread quickly from one continent to another. Historical evidence shows that the population of Brazos County and the participating entities are vulnerable to disease outbreaks, and the probability of future infectious disease or pandemic events is possible. Local public health officials maintain surveillance in hopes of identifying disease prominence and containing potential threats before they become epidemics. Given the impact of the COVID-19 pandemic on Brazos County and its participating entities, the probability of a subsequent infectious disease epidemic or pandemic in the area is "occasional" and an event has the probability of occurring once every five years. There is risk of introduction, and endemic transmission, of infectious diseases (both transmitted and vector -borne) from around the world due to climate change. Therefore, climate change is anticipated to increase the probability of infectious disease events. Infectious Disease and Climate Change Increasing global temperatures due to climate change is contributing to the spread of infectious diseases. Climate change can directly impact infectious disease emergence and re-emergence through effects on pathogen survival, vector survival and reproduction, and their animal reservoirs (i.e., hosts). For example, Aedes genus mosquitoes, which can transmit viruses such as Dengue, Zika, and Chikungunya, have been found farther North than previously known. Milder winters, warmer summers, and fewer days of frost make it easier for infectious diseases to expand to new geographic areas and subsequently increase the number of people at risk. Additionally, climate change -related extreme whether events create circumstances where infectious microorganisms can flourish and cause novel diseases to emerge. Climate change has forced some animal species into new habitats as their natural habitats disappear, increasing opportunities for contact between humans and animals that can potentially spread zoonotic diseases (Ebola, Lassa, rabies, etc). Potential Damages and Losses Estimated potential losses to the built environment are difficult to calculate because infectious disease causes little damage to the built environment and generally losses are experienced through public health response and medical costs, and lost wages of patients. Therefore, it is assumed that all buildings and facilities are exposed to disease but would experience negligible damage in the occurrence of an outbreak event. For example, upkeep and maintenance of 217 Page 320 of 1298 buildings and facilities would fall behind due to the high absenteeism of employees or the closing of facilities. Critical infrastructure services, such as emergency services, utility services, water services and telecommunications can be limited by an infectious disease event. With the COVID-19 pandemic, most of the people affected have mild illness and do not require hospitalization. People at the highest risk for developing complications from COVID-19 include adults 60 years of age and older. In addition, people who have medical conditions, such as heart disease; chronic lung disease; blood, endocrine, kidney, liver, or metabolic disorders; obesity, or a weakened immune system can experience a worsening of existing conditions if they contract the COVID- 19 (See Figure 15.5). The current COVID-19 pandemic has demonstrated that the response costs to the public health sector for an outbreak, the economic impact, and the impact to health for the Brazos County planning area, is "Substantial." We experienced (453) deaths, and area facilities were shut down for at least four weeks. Currently, there are expectations that COVID — 19 or another disease could occur again. COVID-19 Medical and Hospitalization Costs by State: Texas COVID-19 Complex Inpatient Charge Amount Average: Median: $378.052 $258,305 Estimated Allowed COVID-19 Noncomplex Inpatient Charge Amount Average: Median: $63,847 $45,265 Estimated Allowed Amount Average: Median: $23,843 $17,729 COVID-19 Outpatient r Charge Amount Average_ Median $3,157 $2,882 Estimated Allowed tot 111140n- COYID,19 Complex Inpatient Captures the typical iota icosts for the most serous cases of COVID-19, in which a patent is admitted Iolhehospital and requires ventilation or admission o the intensive care unit (ICUI. This pathway mch des costs Sof a hospitakzed patient who require more complicated care. such as ICU costs. ventilator costs and costs for roan and board of increased rarriplenity. COND. la iioneoropres mpaoerw. Laporres the typical total costs for a COVICe19 pawl who is adrrillad to the hoepitar moues nut require ventilation or adnilasiarlo the ICU. Costs in this pathway include rcornand beard. laboratory testing, Imaging and hi therapies. _ 1 C0ND.19 Outpatient Captures the typical total costs Fora paeant who has been diagnosed with COVID-19 but does not requirehospitarzation Costs right include laboratory testing ar d phys+cian or urgent care v+sits. Bear: FH* TwmwnCant ae.r 2021 Cap ngM202t. FAR Mit,rx Al rotsrnevea. Average: The value computed by dividing the sum of all the values by the number of values. Median: The midpoint of the drsirmlteon ex values Below eau aeeee which there is an equal number of values, FAIR Health Know Your Source Figure: 15.5 — Covid 19 — Cost by State Source: FairHealth.org26 218 Page 321 of 1298 The Brazos County and the planning area executed a mandatory shutdown of non -essential businesses as a direct result of COVID-19. Larger gatherings of people were limited to 50 and below and at times to 10 and below. The impacts of COVID-19, the mandatory shutdown, large gathering limits, ISD closures and pervasive unemployment led to multiple secondary impacts. Figure: 15.6, provides an overview of secondary impacts of COVID-19 in the United States. Currently there are no mandates or restrictions in place for COVID-19 in the planning area. Employment Business Massive unemployment Disrupted supply chains Permanent automation of jobs small business closures Housing Market instability Housing insecurity Public Hearth Food Insecurity Reduced physical activity Environment Closed public spaces Disrupted public and religious services Public Safety Increased domestic violence Drug and alcohol abuse dental Health Social isolation Depression, anxiety, suicide fa7F•n. lu 1,rr,rr1. &Vol. and lr. I I1W'111.14 Education Disrupted schools Inequitable access to technology Healthcare Disrupted services Reduced care seeking Government Disrupted voting Disrupted tax revenue Transportation Reduced safety Decline in infrastructure and travel Exacerbating factors that can uffect the nature and magnitude of any impact Lack of healthcare Existing structural Systemic racism, Politicization & coverage inequalities bias & discrimination misinformation Figure: 15.6 — Secondary Impacts of the COVID 19 Pandemic in the US Source: WHO' Extent The extent of infectious diseases is continuous, it is very difficult to determine when or where a disease may occur. There are many factors involved in the emergence of new infectious diseases or the re-emergence of "old" infectious diseases. Some result from natural processes such as the evolution of pathogens over time, but many are a result of human behavior and practices. To enhance the protection of the communities with Brazos County and its participating entities, syndromic surveillance is used. Texas Syndromic Surveillance (TxS2)15 is the statewide syndromic surveillance system hosted by the Texas Department of State Health Services (DSHS) for use by Local Health Departments (LHDs), DSHS Public Health Regions, DSHS central office, and data providers (hospitals, free standing emergency centers, and urgent care centers, 219 Page 322 of 1298 for example) for enhanced surveillance of emerging public health conditions or threats. Syndromic surveillance15 utilizes trend analysis to establish a baseline and then uses algorithms to compare the current data to that baseline and issue alerts when aberrations are detected. DSHS has authority to operate TxS2 under Chapter 81 of the Texas Health and Safety Code15 Within the last five years, the State of Texas has experienced either transmission or outbreaks of Ebola, Chikungunya, West Nile, and Zika virus infections27. Autochthonous transmission (the spread of disease between two individuals in the same place) of neglected parasitic and bacterial diseases (chagas disease, cysticercosis, and toxoplasmosis) has also become increasingly reportedl . The rise of such emerging and neglected tropical diseases (NTDs) has not occurred by accident but instead reflects rapidly evolving changes and shifts in a "new" Texas. Neglected tropical diseases (NTDs) are a diverse group of conditions caused by a variety of pathogens (including viruses, bacteria, parasites, fungi, and toxins) and associated with devastating health, social and economic consequencesl. The transmission and resurgent of once thought eradicated diseases, and modern and globalizing forces (economic, political, and technological influences) that include rapid expansions in population together with urbanization and human migrations, altered transportation patterns (such as sea travel and transborder traffic or illegal immigration), climate change, steeply declining vaccination rates (see figure: 15.7), and a new paradigm of poverty known as "blue marble health"27. The term "blue marble" is based on a famous Earth photograph taken by astronauts from an Apollo mission, which has since become an important symbol for the health of our planet28. The concept of blue marble health emerged as a novel framework for global health in 2013. Succinctly put, today most or at least one-half of the world's neglected diseases occur among the poor living in wealthy countries28. • Population expansion • Human migrations • Urbanization • Poverty • Climate change • Declining vaccinations • Transborder traffic • Sea transporUiion Figure: 15.7 — Major external factors driving emerging and neglected diseases in Texas. Source: PLOS27 220 Page 323 of 1298 Assessment of Impacts ➢ Infectious disease may be short term or may lead to long-term physical maladies. ➢ Absenteeism in the workplace may have negative impacts on the overall functioning of society, particularly if prolonged. ➢ Response personnel are likely to experience the greatest impact and exposure to disease. ➢ Problems could arise regarding the continuity of operations and delivery of services. ➢ A large pathogenic event could impact the ability of the local government to maintain operations and deliver services due to staff staying home due to illness or fear of becoming ill. ➢ Psychological well-being may be affected due to illness, isolation, or the stress of responding to the event. ➢ It is possible for pathogens to affect not only humans, but their animals as well which may increase stress and financial hardship due to the cost of seeking medical care. 221 Page 324 of 1298 References - Section 15 1. World Health Organization. Global Health Estimates 2019 Summary Tables: Deaths by Cause, Age, and Sex, by World Bank Income Group, 2000-2019. 2020. httvs: //wwwwho. int/data/gho/data/themes/mortalitv-and-global-health- estimates 2. Upper Respiratory Infection. Cleveland Clinic. 2021. httvs://mv.clevelandclinic.org/health/articles/4022-uvver- resviratorv-infection 3. World Health Organization. Diarrheal disease. httvs://wwwwho.int/news-room/fact-sheets/detail/diarrhoeal-disease. 2017. 4. World Health Organization. Tuberculosis. httns://wwwwho.int/news-room/fact-sheets/detail/tuberculosis. 2023. 5. World Health Organization. HIV and AIDS. httvs://wwwwho.int/news-room/fact-sheets/detail/hiv-aids. 2023. 6. World Health Organization. Malaria. httvs://wwwwho.int/news-room/fact-sheets/detail/malaria. 2023. 7. World Health Organization. Measles. httvs://wwwwho.int/news-room/fact-sheets/detail/measles. 2023. 8. World Health Organization. Pertussis. httvs://wwwwho.int/health-tovics/vertussis#tab=tab 1/. 9. World Health Organization. Tetanus. httns://wwwwho.int/health-tovics/tetanus#tab=tab 1. 10. World Health Organization. Rabies. httvs://wwwwho.int/news-room/fact-sheets/detail/rabies. 2023. 11. Centers for Disease Control and Prevention. httvs://www.cdc.zov/coronavirus/2019-ncov/prevent-zettinz- sick/nrevention. html. 2023. 12. Centers for Disease Control and Prevention. https://www.cdc.zov/media/vdf/mitigationslides.vdf 13. Institute of Medicine (US) Forum on Microbial Threats. The Domestic and International Impacts of the 2009-H1N1 Influenza -A Pandemic: Global Challenges, Global Solutions: Workshop Summary. Washington (DC): National Academies Press (US); 2010. PMID: 21413196. 14. Putri WCWS, Muscatello DJ, Stockwell MS, Newall AT. Economic burden of seasonal influenza in the United States. Vaccine. 2018 Jun 22; 36(27): 3960-3966. doi: 10.1016/j.vaccine.2018.05.057. Epub 2018 May 22. PMID: 29801998. 15. Department of Health and Human Services. 2023 Statistics- People Living with HIV- Texas Department of Health Services. httvs://healthdata.dshs.texas.zov/dashboard/diseases/people-living-with-hiv 16. World Health Organization. Hepatitis. httvs://wwwwho.int/health-tovics/hvatitis#tab=tab 1 17. World Health Organization. Food Borne Illnesses. httvs://wwwwho.int/health-tovics/foodborne-diseases#tab=tab 1 18. US Department of Agriculture. Cleanliness Helps Food Borne Illness. httvs://wwwfsis. usda.2ov/food-safetv/safe-food- handline-and-preparation/food-safety-basics/cleanliness-helps-prevent 19. Brazos County Health Department. Health District Website Homepage. httvs://www.brazoscountvtx.2ov/161/Health- District 20. Texas Health and Human Services. Texas Reports First West Nile Case of 2023. httvs: //www dshs. texas. eov/news- alerts/texas-reports-first-west-nile-case-2023 21. Centers for Disease Control and Prevention. Influenza. H5N1 Avian Flu. httvs://www.cdc.Qov/flu/avianflu/avian-flu- summarv.htm 22. Texas Animal Health Commission. 2022-2023 Highly Pathogenic Avian Influenza. https://www.tahc.texas.gov/emergency/avianinfluenza.html 23. Centers for Disease Control and Prevention. Ebola Disease. httvs://www.cdc.Qov/vhf/ebola/index.html 24. American College of Gastroenterology. Diarrheal Diseases - Acute and Chronic. httvs://Qi.ore/tovics/diarrhea-acute- and-chronic/ 25. World Health Organization. MPDX (Monkeypox). httvs://wwwwho.int/news-room/fact-sheets/detail/monkevnox 26. Fair Health. Facts and Figures for the Nations' Largest Repository of Data. httvs://www.fairhealth.orr/ 27. Hotez, A. (2018). The rise of neglected tropical diseases in the "new Texas". PLoS Negl Trop Dis. 2018 Jan 18;12(1): e0005581. doi: 10.1371/journal pntd.0005581. PMID: 29346369; PMCID: PMC5773009. 28. Hotez PJ, Damania A, Naghavi M. Blue Marble Health and the Global Burden of Disease Study. (2013). PLoS Negl Trop Dis. 2016 Oct 27;10(10):e0004744. doi: 10.1371/journal.pntd.0004744. PMID: 27788134; PMCID: PMC5082884. 222 Page 325 of 1298 This page intentionally left blank. 223 Page 326 of 1298 Section 16 — Mitigation Actions In the charts that follow, each jurisdiction presents mitigation action projects associated with the hazards listed in this plan. The Short, Medium, and Long designations for Project Length should be understood as 1-3 years, 3-5 years, and 5-10 years or an ongoing project, respectively. "All" in the Jurisdiction section should be understood as Brazos County, TAMU, and the Cities of Bryan, College Station, Kurten, and Wixon Valley. Flood Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All Develop an annual public hazards workshop or expo for all residents to educate them on flooding hazards and the National Flood Insurance Program and to develop methods to mitigate flooding damage to personal property. Purchase generators for critical facilities. All Build, renovate, rehabilitate, and/or convert building(s) for use as emergency shelter(s) to provide a safe environment for individuals and families. Brazos County Complete a hydrology study of the watersheds that exist in Brazos County that contribute to flooding during heavy rain incidents. College Station Mitigate repetitive loss and severe repetitive loss properties to include purchasing and/or elevation of existing structures. College Station College Station Install early flood warning system(s) to alert the public of roadway closures and collect flood data for use in model calibration and floodplain mapping. Conduct flood hazard assessment of the City's watersheds to determine the scale and priority of any necessary floodplain mapping or remapping efforts. $2,000 Up to $150k per generator General Funds Corporate Donations High General Funds Grant: Hazard Medium Mitigation Assistance General Funds $lm Grant: Hazard Medium Mitigation Assistance General Funds $25,000 Grant: Flood High Mitigation Assistance Grant: Hazard $750k Mitigation Medium Assistance Drainage Funds $500k Grant: Community Medium Development Block Grant/ Mitigation Funds Drainage Funds $150k Grant: Community High Development Block Grant/ Mitigation Funds Short 1-3 Years Short 1-3 Years Medium 3-5 Years Medium 3-5 Years Emergency Management, Communications/PIO Emergency Management Emergency Management Emergency Management, BC Road and Bridge Planning and Medium Development 3-5 Years Medium 3-5 Years Medium 3-5 Years Planning and Development Planning and Development Pale4327 of 1298 College Station Continue to enforce building codes and develop STPs. $6,000 Kurten Join the National Flood Insurance Program so residents can be N/A eligible for flood insurance. Wixon Valley Develop an annual public hazards workshop or expo for all residents to educate them on flooding hazards, National Flodd $5,000 ins. Program and develop methods to mitigate damage to personal properties from flooding. Wixon Valley Purchase generators for critical facilities le, emergency operations and shelter. Wixon Valley Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Bryan Bryan Bryan Bryan Bryan Bryan Bryan Bryan Bryan Bryan Bryan Bryan Use the potential areas of high-water information (2D models and public information) to inform planning decisions. Monitor and update statistical rainfall numbers as soon as available. Coordinate open space opportunities with flood control needs for new developments and repetitive loss areas. Perform a detailed review of flood insurance on city -owned properties. Protect critical facilities and flood -prone areas from debris by expanding the maintenance program to include trash pickup, including bulk, pnor to forecasted large events. Install additional gauges to expand the B-FEWS system. Create a public information campaign to encourage participation in Code Red. Explore installing "Street May Flood" signs in critical locations. Work with organizations serving functional and access needs populations that may require special assistance and can tie in with 911 and GIS systems so vulnerable citizens can be checked on, notified, supported, or educated effectively in the event of a disaster. General Funds General Funds General Funds and Corporate Donations Up to $200,000 General Funds per generator $5000 General Funds $2,000 General Funds $2,000 General Funds $2,000 General Funds $2,000 General Funds <$400k General Funds General Funds <$400k Grants: Hazard Mitigation Assistance <$50k General Funds <$500k General Funds <$50k General Funds Develop a Substantial Damage Management plan. <$50k <$50k Continue to construct local and regional stormwater detention <$5m facilities in flood -prone areas. Develop, review, and update a Debris Management plan. General Funds High Medium Community Development 3-5 Years Medium Short 1-3 Years Medium Short Tenn 1-3 Years Medium Long Term 5-10 Years High Medium 3-5 Years High Long 5-10 years High Short 1-3 Years High Long 5-10 Years Medium Short 1-3 Years Medium Medium 3-5 Years High Medium 3-5 Years High Long 5-10 Years High Long 5-10 Years Emergency Management Emergency Management Mayor City Council Public Works Public Works Public Works Public Works Public Works Public Works Emergency Management Public Works High Medium Emergency Management 3-5 Years Medium Short 1-3 Years General Funds Medium Short 1-3 Years General Funds/Bonds High Long 5-10 Years Emergency Management, Public Works, Risk Management Public Works Public Works 225 Page 328 of 1298 Bryan Bryan Bryan Bryan Bryan Bryan Bryan Increase the capacity of existing culverts and bridges on major thoroughfares and single point access subdivisions to allow passage during 100-year flooding event. Explore list of roads flooded during 2016/17 rainfalls and research emergency access availability to residents given these conditions. Explore creating a system for development incentives for improving city stormwater infrastructure. Direct mail of FEMA flood protection information to targeted areas of high flood risk. Develop paid advertisements through public service announcements to educate the public about flood insurance and risk. Develop and improve communication regarding preparedness and mitigation actions to better inform developers, engineers, builders, and the public about ways to mitigate flood damage. Create educational program(s) for flood risk for schools and youth. Drought Mitigation Projects >$5m General Funds/Bonds $2,000 General Funds <$50k General Funds <$50k General Funds <$50k General Funds <$50k General Funds <$50k General Funds High Long 5-10 Years High Short 1-3 Years Low Long 5-10 Years Medium Long 5-10 Years Medium Medium 3-5 Years Medium Medium 3-5 Years Low Long 5-10 Years Public Works Public Works Public Works, Development Services Public Works Public Works, Communication and Marketing Public Works and Communications and Marketing Public Works Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All College Station College Station Bryan Bryan Develop an annual public hazards workshop or expo for all residents to educate them on drought and develop methods to mitigate drought damage to personal property. Purchase generators for critical facilities. Create a series of PSAs or outreach for topics such as burn bans, foundation watering how-to's, and water conservation. Monitor water supply. Educate residents on water saving techniques Continue social media campaigns to notify public of emergency situations, water conservation, water use efficiency, burn bands, grid stability, and heat -related illnesses. Develop strong continuity of operations/government plans. $2,000 Up to $200k per generator $1,000 $5,000 $5,000 <$10k General Funds Corporate Donations General Funds Grant: Hazard Mitigation Assistance General Funds General Funds General Funds General Funds <$100k General Funds Grant: BRIC High Emergency Management, Short Communications/PIO 1-3 Years Medium Short Emergency Management, 1-3 Years BISD Medium High High High Medium 3-5 Years Long 5-10 Years Long 5-10 Years Long 5-10 Years High Medium 3-5 Years Emergency Management, Communications/PIO Utilities Utilities Emergency Management, Utilities, Communications and Marketing Emergency Management 226 Page 329 of 1298 Wildland Fire Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All Brazos County; Kurten; Wixon Valley College Station College Station Wixon Valley Wixon Valley Develop an annual public hazards workshop or expo for all residents to educate them on wildfires and the hazards associated and to develop methods to mitigate wildfire damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. Develop a community wildfire protection plan for the unincorporated areas of Brazos County to also include the Cities of Kurten and Wixon Valley. Map and assess vulnerability to wildfires. Increase wildfire risk awareness. Develop an annual public hazards workshop or expo for all residents to educate them on drought and develop methods to mitigate damage to personal properties from drought. Purchase generators for critical facilities Wixon Valley Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Bryan Continue social media campaign to notify public of emergency situations, water conservation, water use efficiency, bum bands, grid stability, and heat -related illnesses. Bryan Provide door flyers containing information on how to prepare for and recover from fire incidents. Bryan Bryan Bryan Provide community information on American Red Cross' smoke alarm program. Maintain a Community Wildfire Protection Plan to include risk analysis and aerial imaging. Phase out DJI drones and replace. $1,000 Up to $150k per generator $lm $10,000 $5,000 $3,000 $5,000 Up to $200,000 per generator $7 million <$10k <$5,000 $2,000 $255k >$1m General Funds Corporate Donations High General Funds Medium Grant: Hazard Mitigation Assistance General Funds Grant: Hazard High Mitigation Assistance General Funds Medium General Funds Medium General Funds Medium General Funds and High Corporate Donations General Funds Medium General Funds Medium General Funds High General Funds High High High High General Funds General Funds Grant: CWDG General Funds Grant: HSGP Emergency Management, Short Communications/PIO 1-3 Years Short 1-3 Years Emergency Management Medium Emergency Management 3-5 Years Short 1-3 Years Medium 3-5 Years Medium 3-5 Years Short 1-3 Years Long 5-10 Years Long 5-10 Years Long 5-10 Years Long 5-10 Years Long 5-10 Years Long 5-10 Years Medium 3-5 Years Emergency Management, Brazos County Firefighter's Association Fire Department Fire Department Emergency Management Emergency Management Emergency Management Emergency Management, Utilities, Communications and Marketing Fire Department Fire Department Fire Department Fire Department, Police Department 227 Page 330 of 1298 Bryan Bryan Bryan Bryan Bryan Bryan Provide PSA for homeowners regarding fuel mitigation projects near wooded areas. Purchase a woodchipper for controlled and uncontrolled burning to begin cleanup. Purchase a bulldozer for wildfire cleanup. Purchase a Type III engine for wildfire response. Host annual controlled bum training for multiple jurisdictions. Develop strong continuity of operations/government plans. Severe Winter Storm Mitigation Projects <$300k General Funds Grant: CWDG <$10k General Funds Grant: CWDG >$1m Grant: CWDG <$2m General Funds Grant: CWDG, AFG <$100k General Funds Grant: CWDG <$100k General Funds Grant:BRIC High High Medium Medium High High Medium 3-5 Years Medium 3-5 Years Long 5-10 Years Long 5-10 Years Fire Department, Public Works Fire Department, Utilities Fire Department Fire Department Long Fire Department 5-10 Years Medium Emergency Management 3-5 Years Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All College Station College Station Bryan Bryan Bryan Wixon Valley Wixon Valley Develop an annual public hazards workshop or expo for all residents to educate them on winter storms and associated hazards and to develop methods to mitigate winter storm damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. $2,000 Up to $150k per generator $lm Conduct winter weather risk awareness activities. $1,000 Assist vulnerable populations. $1,000 Continue social media campaign to notify public of emergency $5,000 situations. Harden critical infrastructure and ensure continuity of essential city services. Develop strong continuity of operations/government plans. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Purchase generators for critical facilities (What facilities?) >$5m <$100k $7 million Up to $200k per generator General Funds Corporate Donations General Funds Grant: Hazard Mitigation Assistance General Funds Grant: Hazard Mitigation Assistance General Funds Medium General Funds High General Funds High General Funds High Grant: BRIC General Funds High General Funds Medium General Funds Medium High Short 1-3 Years Medium Short 1-3 Years Emergency Management, Communications/PIO Emergency Management High Medium Emergency Management 3-5 Years Long Community Development 5-10 Years Medium Community Development 3-5 Years Long 5-10 Years Long 5-10 Years Medium 3-5 Years Long 5-10 years Long 5-10 Years Emergency Management, Utilities, Communications and Marketing Emergency Management, Risk management Emergency Management Emergency Management Emergency Management 228 Page 331 of 1298 Tornado Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All Develop an annual public hazards workshop or expo for all residents to educate them on tornadoes and associated hazards and to develop methods to mitigate tornado damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. All Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. College Station Create disaster debris management plan with respective contracts to be approved by TDEM and FEMA. College Station Hold annual tabletop exercises for roadway clearing and debris management activities. College Station College Station Bryan Encourage the construction of safe rooms. Conduct tornado awareness activities. Develop, review, and update Debris Management plan. Bryan Develop strong continuity of operations/government plans. Wixon Valley Purchase generators for critical facilities Wixon Valley Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. $2,000 Up to $150k per generator $lm $50k $1,500 $1,000 $1,000 <$50k <$100k Up to $200k per generator $7 million General Funds Corporate Donations General Funds Grant: Hazard Mitigation Assistance General Funds Grant: Hazard Mitigation Assistance Enterprise Funds Grant: Hazard Mitigation Assistance Enterprise Funds Grant: Hazard Mitigation Assistance General Funds General Funds General Funds General Funds General Funds General Funds High Short Emergency Management, 1-3 Years Communications/PIO Medium Short 1-3 Years High Medium 3-5 Years High Medium 3-5 Years High Long 5-10 Years High Long 5-10 Years High Long 5-10 years High Short 1-3 Years High Medium 3-5 Years Medium Long 5-10 Years Medium Long 5-10 Years Emergency Management Emergency Management Public Works Public Works Risk Management Risk Management Public Works Emergency Management Emergency Management Emergency Management 229 Page 332 of 1298 Hail Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All College Station College Station Kurten Bryan Bryan Bryan Bryan Wixon Valley Wixon Valley Develop an annual public hazards workshop or expo for all residents to educate them on hail and associated hazards and to develop methods to mitigate hail damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. Locate safe rooms to minimize damage. Increase hail awareness. Create mailouts and/or social media messages that provide information to residents regarding the use of weather radios, the dangers of lightning, and safety precautions for when severe weather and lightning threaten. Continue social media campaigns to notify public of emergency $5,000 situations, hail damage reporting how-tos, road closures, and severe weather safety. Protect fleet and emergency vehicles during hail events with <$100k covered parking. $2,000 Up to $150k per generator Sim Invest in impact -rated roofing, A/C unit covers, and siding for critical facilities. Develop strong continuity of operations/government plans. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Create mailouts and/or social media messages that provide information to residents regarding the use of weather radios, teach residents about the dangers of hail and safety precautions to take when severe weather and hail threatens. $1,000 $1,000 $250 >$1 m <$100k $7 million $500 General Funds Corporate Donations General Funds Grant: Hazard Mitigation Assistance General Funds Grant: Hazard Mitigation Assistance General Funds General Funds General Funds General Funds General Funds Grant: BRIC, Hazard Mitigation Assistance General Funds Grant: BRIC General Funds General Funds General Funds High Medium High High High High High High Low High Medium High Short Emergency Management, 1-3 Years Communications/PIO Short 1-3 Years Medium 3-5 Years Medium 3-5 Years Long 5-10 Years Emergency Management Emergency Management Risk Management Risk Management Short 1-3 Emergency Management Years Long 5-10 Years Long 5-10 Years Long 5-10 Years Medium 3-5 Years Long 5-10 Years Short 1-3 Years Emergency Management, Utilities, Communications and Marketing Risk Management Risk Management Emergency Management Emergency Management Emergency Management 230 Page 333 of 1298 Thunderstorms (including Lightning and High Winds) Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All College Station College Station Kurten Wixon Valley Wixon Valley Wixon Valley Bryan Bryan Develop an annual public hazards workshop or expo for all residents to educate them on thunderstorms that produce lightning, high winds and associated hazards to develop methods to mitigate this damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. Create social media lightning campaign for inclusion with City of College Station water bills. Conduct lightning awareness programs. Create mailouts and/or social media messages that provide information to residents regarding the use of weather radios, the dangers of lightning, and safety precautions for when severe weather and lightning threaten. Install surge and strike reduction rods and systems in the new City Hall. Purchase generators for critical facilities Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Continue social media campaign to notify the public of emergency situations. Invest in lightning rods for critical infrastructure. $2,000 Up to $150k per generator $1m $2,500 $1,000 $250 General Funds Corporate Donations General Funds Grant: Hazard Mitigation Assistance General Funds Grant: Hazard Mitigation Assistance General Funds General Funds General Funds $10k General Funds Up to $200k General Funds per generator $7 million General Funds $5,000 General Funds <$50k General Funds High Short 1-3 Years Medium Short 1-3 Years High Medium 3-5 Years Medium Short 1-3 Years Medium Medium 3-5 Years Emergency Management, Communications/PIO Emergency Management Emergency Management Utilities Utilities High Short 1-3 Emergency Management, Years City Council Medium Short 1-3 Years Medium Long 5-10 Years Medium Long 5-10 Years Low Long 5-10 Years Low Long 5-10 Years City Council Emergency Management Emergency Management Emergency Management, Utilities, Communications and Marketing Risk Management 231 Page 334 of 1298 Dam and Levee Failure Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All Brazos County; College Station; Bryan College Station College Station Bryan Wixon Valley Wixon Valley Develop an annual public hazards workshop or expo for all residents to educate them on dams and levees and associated hazards and to develop methods to mitigate flooding damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. $2,000 Up to $150K per generator $lm Conduct hydrology studies to identify the extent for each dam $50k on the list that does not have current information. Extents will be stated in the form of water depth in the inundation area for each dam. Conduct a study estimating economic consequences for dam failure scenarios. Conduct a study estimating loss of life in the dam sectors for failure scenarios. Develop a dam safety public education and evacuation plan for at -risk areas of the community including routes, transportation, and housing. Purchase generators for critical facilities Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. $40k $40k <$100k Up to $200k per generator $7 million General Funds Corporate Donations General Funds Grant: Hazard Mitigation Assistance General Funds Grant: Hazard Mitigation Assistance Grant: Hazard Mitigation Assistance High Medium High Short 1-3 Years Short 1-3 Years Emergency Management, Communications/PIO Emergency Management Medium Emergency Management 3-5 Years Medium Medium Emergency Management 3-5 Years Grant: BOR Medium Medium 3-5 Years Grant: BOR Medium Medium 3-5 Years General Funds Medium Medium 3-5 Years General Funds Medium Long 5-10 Years General Funds Medium Long 5-10 Years Planning and Development Planning and Development Public Works, Utitlties Emergency Management Emergency Management 232 Page 335 of 1298 Excessive or Extreme Heat Mitigation Projects Jurisdiction Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) All All All All All Wixon Valley Wixon Valley Wixon Valley Wixon Valley Develop an annual public hazards workshop or expo for all residents to educate them on excessive heat and associated hazards and to develop methods to mitigate heat -related damage to personal property. Educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert building(s) for use as emergency shelter(s) for individuals and families. Provide information to the public on where they can go to stay cool during periods of excessive heat. Educate vulnerable populations about sources of fans and programs that can assist citizens having trouble paying utility bills. Purchase generators for critical facilities Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Provide information to the public on where they can go to stay cool during periods of excessive heat. Educate vulnerable populations about sources of fans and sources of programs that can assist citizens having trouble paying utility bills. $2,000 Up to $150k per generator $1m $1,500 $1,500 Up to $200k per generator $7 million $2,000 $2,000 General Funds Corporate Donations High General Funds Medium Grant: Hazard Mitigation Assistance General Funds Grant: Hazard Mitigation Assistance General Funds General Funds General Funds General Funds General Funds General Funds Short 1-3 Years Short 1-3 Years High Medium 3-5 Years Medium Short 1-3 Years Medium Short 1-3 Years Medium Long 5-10 Years Medium High High Long 5-10 Years Short 1-3 Years Short 1-3 Years Emergency Management, Communications/PIO Emergency Management Emergency Management Emergency Management, Communications Emergency Management, Communications Emergency Management Emergency Management Emergency Management Emergency Management 233 Page 336 of 1298 Infectious Disease Mitigation Projects In the chart that follows, the listed projects will be completed by the Brazos County Health District on behalf of Brazos County and participating entities. Mitigation Action Est. Cost Funding Source(s) Priority Project Length Responsible Department(s) Identify family assistance centers and/or points of dispensing for supplies during a pathogenic event. Monitor zoonotic diseases thought to be associated with changes in weather conditions and climate change. Inform public of any changes so they can better protect themselves. Implement education and awareness program(s) utilizing social media, traditional media, bulletins, flyers, etc. to educate citizens of hazards that can threaten the area and of mitigation measures to reduce cases of disease and fatalities. $50,000 General Funds Medium Medium Grant: IDCU- 3-5 Years TECE $100,000 General Funds Medium Grant: IDCU- Medium TECE 3-5 Years $50,000 General Funds Medium Medium 3-5 Years PHEP Coordinator Brazos County Health District Epidemiologist Brazos County Health District Public Information Officer Brazos County Health District 234 Page 337 of 1298 This page intentionally left blank. 235 Page 338 of 1298 Section 17 — Plan Management Monitoring and Evaluation Periodic revisions of the plan are required to ensure that goals, objectives, and mitigation actions are kept current. When the plan is discussed in these sections it includes the risk assessment and mitigation actions as a part of the monitoring, evaluating, updating and review process. Revisions may be required to ensure the plan is following federal and state statutes and regulations. The planning team will meet once or twice a year to evaluate the plan and identify any needed changes and assess the effectiveness of the plan achieving its stated purpose and goals. The team will evaluate the number of mitigation actions implemented along with the loss -reduction associated with each action. Actions that have not been implemented will be evaluated to determine whether any social, political, or financial barriers are impeding implementation and if any changes are necessary to improve the viability of an action. The team will evaluate changes in land development and/or programs that affect mitigation priorities in their respective entities. The evaluation process will help to determine whether any changes are necessary. In addition, the plan will be similarly evaluated immediately after extreme weather events including but not limited to state and federally declared disasters. Disaster Declarations Following a disaster declaration, the Brazos County Hazard Mitigation Plan will be revised as necessary to reflect lessons learned, or to address specific issues and circumstances arising from the event. The Hazard Mitigation Action Planning Team will meet under special circumstances and invite stakeholders to participate in the plan revision and update process following declared disaster events. Plan Amendments Amendments can be made at any time necessary to the Brazos County Hazard Mitigation Action Plan. Material changes to mitigation actions or major changes in the overall direction of the plan or the policies contained within it, must be subject to formal adoption by the participating entities. The participating entities within Brazos County will review proposed amendments and vote to accept, reject, or amend the proposed change. Upon ratification, the amendment will be transmitted to TDEM. In determining whether to recommend approval or denial of a plan amendment request, participating entities will consider the following factors: • Errors or omissions made in the identification of issues or needs during the preparation of the plan update. • New issues or needs that were not adequately addressed in the plan update; and P339 of 1298 • Changes in information, data, or assumptions from those on which the plan update was based. Hazard Mitigation Action Plan Review In addition, with the review plan listed above, the plan will be thoroughly reviewed by the planning team at the end of three years from the approval date, to determine whether there have been significant changes in the planning area that necessitate changes in the types of mitigation actions proposed. Factors that may affect the content of the plan include new development in identified hazard areas, increased exposure to hazards, disaster declarations, increase or decrease in capability to address hazards, and changes to federal or state legislation. The plan review process provides the participating entities within Brazos County an opportunity to evaluate mitigation actions that have been successful, identify losses avoided due to the implementation of specific mitigation measures, and address mitigation actions that may not have been successfully implemented as assigned. It is recommended that the full planning team and stakeholders meet to review the plan at the end of the 3 years because grant funds may be necessary for the development of a 5-year update. Reviewing planning grant options in advance of the 5-year plan update deadline is recommended considering the timelines for grant and planning cycles can be more than a year. During the 5-year plan review process, the following questions will be considered as criteria for assessing the effectiveness and appropriateness of the Plan: • Do the goals address current and expected conditions? • Has the nature or magnitude of risks changed? • Are the current resources appropriate for implementing the Plan? • Are there implementation problems, such as technical, political, legal or coordination issues with other agencies? • Have the outcomes occurred as expected? • Did County departments participate in the plan implementation process as assigned? Following the plan review, any revisions deemed necessary will be summarized and implemented according to the reporting procedures and plan amendment process outlined herein. Upon completion of the review, update, and amendment process the revised plan will be submitted to TDEM for final review and approval in coordination with FEMA. Continued Public Involvement 44 CFR Requirement 44 CFR Part 201.6(c)(4)(iii): The plan maintenance process shall include a discussion on how the community will continue public participation in the plan maintenance process. Public input was an integral part of the preparation of this plan and will continue to be essential for plan updates. The public will be directly involved in the annual evaluation, monitoring, 237 Page 340 of 1298 reviews, and cyclical updates, using the Public Survey and Public Meetings. Changes or suggestions to improve or update the Plan will provide opportunities for additional public input. The public can review the plan on the participating entities' websites, where officials and the public will be invited to provide ongoing feedback via email. The planning team may also designate voluntary citizens from the planning area or willing stakeholder members from the private sector businesses that were involved in the plan's development to provide feedback on an annual basis. It is important that stakeholders and the immediate community maintain a vested interest in preserving the functionality of the planning area as it pertains to the overall goals of the mitigation plan. The planning team is responsible for notifying stakeholders and community members on an annual basis and maintaining the plan. Media, including local newspaper and radio stations, will be used to notify the public of any maintenance or periodic review activities during the implementation, monitoring, and evaluation phases. Additionally, local news media will be contacted to cover information regarding plan updates, status of grant applications, and project implementation. Social media outlets, such as Facebook and Twitter (X), will keep the public and stakeholders apprised of potential opportunities to fund and implement mitigation projects identified in the plan. 238 Page 341 of 1298 This page was intentionally left blank. 239 Page 342 of 1298 Appendix A — Planning Team Brazos County Name Title Michele Meade Jason Ware Arron Constante Fred Paine Prarthana Banerji Megan Lott Robert Lamkin Jeanelle Johnson Marc McFeron Kyle McCain Victor Harris Kelly Sullivan Nicholas Cook Matthew Cline Eric Zaragoza Tradd Mills Caroline Ask Glenn Gavit Stephen Maldonado Jr David Vaughn Matthew Ellis Carol Cotter Chris Court Jim Soefje Kimberly Hinton Monica Martinez Leslie Lutz Amanda Fox Jeff Truss Ralph Davila Valerie Hadley Rob Meyer Shannon Van Zandt Walter Peacock John T. Cooper Emergency Management Coordinator Deputy Emergency Management Coordinator Emergency Management Planner Operations Manager, Brazos County Road and Bridge Department County Engineer, Brazos County Road and Bridge Department GIS Coordinator, Brazos County Road and Bridge Department Environmental Health Services Manager, Brazos County Health District City of Bryan Emergency Management Coordinator Fire Marshal Environmental Operations Supervisor Wastewater Plant Supervisor Civil Engineer Production/Division Manager, Bryan Texas Utilities GIS Analyst Environmental Services Manager City of College Station Emergency Management Coordinator Solid Waste Division Manager Assistant Director of Electricity Services Assistant Director of Water Services Engineering Program Specialist Senior Planner City Engineer City of Kurten Mayor, Emergency Management Director City of Wixon Valley Mayor, Emergency Management Director Floodplain Coordinator Texas A&M University Director of Emergency Management Assistant Director of Emergency Management Emergency Management Specialist Assistant Director of Environmental Health and Safety Director of Facilities Assistant Director of Facilities and Dining Administration Supervisor of Utilities and Energy Services Professor of Landscape Architecture and Urban Planning Professor of Landscape Architecture and Urban Planning Associate Professor of Landscape Architecture and Urban Planning Brazos County Department of Health Edward Davila Epidemiologist Takira Lyles Epidemiologist Noelle McGhee Public Health Accreditation Fellow Megan Sullivan Public Health Emergency Preparedness Administrative Assistant Pg°343 of 1298 Arthur Davila Public Health Emergency Preparedness Manager Hazard Mitigation Planning Team Capabilities and Mitigation Categories Department Prevention Property and Natural Resource Protection Emergency Services Education and Awareness Engineering and Floodplain Management V V Planning and Development J J J Environmental Health and Safety J J J Fire and EMS J J V V Utilities V V Marketing and Communications V V Parks and Recreation V Brazos County Health Department V V 241 Page 344 of 1298 Appendix B — Critical Infrastructure Name Type Jurisdiction Coulter Field Easterwood Field BISD Transportation Center Bryan ISD Administration Buildings Brazos Transit District Greyhound Bus Station Transportation Services City of Bryan City Hall City of College Station City Hall City of Wixon Valley City Hall KYLE WTAW KEOS KNFX-FM KKYS KORA KAMU KBTX Brazos County Exposition Center Brazos Center COCS Visit College Station Center COCS Meyer Senior & Community Center COB Clara B. Mounce Public Library Carnegie History Center COCS Larry J Ringer Public Library COCS Southwood Community Center COCS Veterans Park American Pavilion COCS Gary Halter Nature Center COCS Wolf Pen Creek Amphitheater COCS Lincoln Center Kurten Community Center Brazos County Courthouse College Station ISD Administration Buildings Barbara Bush Parent Center CSISD Transportation Center Airport Airport BISD Facility BISD Facility Bus Bus Bus City Hall City Hall City Hall Communication Communication Communication Communication Communication Communication Communication Communication Community Center/Gathering Area Community Center/Gathering Area Community Center/Gathering Area Community Center/Gathering Area Community Center/Gathenng Area Community Center/Gathering Area Community Center/Gathering Area Community Center/Gathenng Area Community Center/Gathering Area Community Center/Gathering Area Community Center/Gathenng Area Community Center/Gathering Area Community Center/Gathering Area Courthouse CSISD Facility CSISD Facility CSISD Facility COB COCS, TAMUS COB COB COB COB TAMU COB COOS WV COB COOS COB COB COB COB TAMU COB COB, BC COB, BC COOS COOS COB COB COOS COOS COOS COOS COOS COOS Kurten BC COOS COOS COOS 242 Page 345 of 1298 George Bush Presidential Library Cultural Landmark TAMU Bryan Texas Utilities Electric COB College Station Utilities Electric COCS Central Utilities Plant Electric TAMU Satellite Utility Plant No. 1 Electric TAMU Satellite Utility Plant No. 2 Electric TAMU Satellite Utility Plant No. 3 Electric TAMU West Campus Cogeneration Company Electnc TAMU Community Emergency Operations Center Emergency BC, COB, COCS, TAMU Kyle Field Command Emergency TAMU College Station Fire Department Station #1 Fire Station COCS College Station Fire Department Station #2 Fire Station COCS College Station Fire Department Station #3 Fire Station COCS College Station Fire Department Station #4 Fire Station COCS College Station Fire Department Station #5 Fire Station COCS College Station Fire Department Station #6 Fire Station COCS Bryan Fire Department Station #1 Fire Station COB Bryan Fire Department Station #2 Fire Station COB Bryan Fire Department Station #3 Fire Station COB Bryan Fire Department Station #4 Fire Station COB Bryan Fire Department Station #5 Fire Station COB Brazos County District 2 VFD Station #1 Fire Station BC Brazos County District 2 VFD Station #2 Fire Station BC Brazos County Precinct 3 VFD Station #1 Fire Station BC Brazos County Precinct 3 VFD Station #2 Fire Station BC Brazos County Precinct 3 VFD Station #3 Fire Station BC Brazos County Precinct 4 VFD Station #1 Fire Station BC Brazos County Precinct 4 VFD Station #2 Fire Station BC Brazos county Precinct 4 VFD Station #3 Fire Station BC South Brazos County FD Station #1 Fire Station BC South Brazos County FD Station #2 Fire Station BC South Brazos County FD Station #3 Fire Station BC South Brazos County FD Station #4 Fire Station BC Brazos County Administration Government BC Brazos County Precinct 3 Justice of the Government BC Peace/Constable Brazos County Precinct 1 Justice of the Peace/Constable Government BC United States Post Offices (7) Government BC, COB, COCS, K, TAMU 243 Page 346 of 1298 Business 6/ Texas Avenue Highway BC, COB, COCS Earl Rudder Freeway/ State Highway 6 Highway BC, COB, COCS Farm to Market 50 Highway BC Farm to Market 60 (Raymond Stotzer/University Highway BC, COB, COCS Dr) Farm to Market 158 (Boonville Road/ William J. Highway COB, BC Bryan Parkway) Farm to Market 159 Highway BC Farm to Market 974 (Tabor Road) Highway BC, COB Farm to Market 1179 (Briarcrest/ Villa Maria) Highway COB, BC Farm to Market 1687 (Sandy Point Road) Highway COB, BC Farm to Market 1688 (Leonard Road) Highway COB, BC Farm to Market 2038 Highway BC, Kurten Farm to Market 2154 (Wellborn Road) Highway BC, COB, COCS Farm to Market 2223 (Old Cameron Ranch Road) Highway BC Farm to Market 2347 (George Bush Dr) Highway COCS Farm to Market 2776 Highway BC, WV Farm to Market 2818 (Harvey Mitchell Parkway) Highway BC, COB, COCS Old San Antonio Road (OSR) Highway BC State Highway 21 Highway BC, COB, WV, Kurten State Highway 30 (Harvey Road) Highway BC, COB, COCS State Highway 40 Highway COCS State Highway 47 Highway COCS, COB, BC State Highway 105 Highway BC Accel Transitional Care and Rehabilitation Medical COCS Baylor Scott & White Clinic - Bryan W Villa Medical COB Maria Baylor Scott & White Clinic - Boonville Medical COB BPL Plasma Medical COCS Brazos Valley Urgent Care Medical COCS Caprock Hospital Medical COB CHI St. Joseph Health Emergency & Trauma Medical COB Center CHI St. Joseph Health Express Care Medical COB CHI St. Joseph Health Primary Care - Austin's Medical COB Colony CHI St. Joseph Health Primary Care - Bryan Medical COB CHI St. Joseph Health Primary Care - University Medical COB Dr CHI St. Joseph Health Primary Care - W Villa Medical COB Maria CHI St Joseph Health Primary Care Medical COCS CHI St Joseph/Occ/Clinic Medical COCS 244 Page 347 of 1298 CHI St. Joseph Health Rehabilitation Hospital Fortress Health and Rehabilitation Health Point Acute Care Physicians Premier Scott & White Clinic Scott & White Cosmetic Surgery Center/Pharmacy Scott & White today Care Clinic Scott & White Hospital St Joseph Regional Health Center - Bryan Campus St Joseph Regional Health Center - CS Campus St Joseph Family Medicine St Joseph Pediatrics Signature Care Emergency Center The Blood Center of Brazos Valley The Physicians Centre Hospital VA/ABC Clinic University Emergency Medical Service Nuclear Science Center Bluebonnet House Assisted Living Broadmoor Place Carriage Inn - Bryan Crestview Retirement Community Dansby House Generation Center for Senior Living Hudson Creek Alzheimer's Special Care Center Isle at Water crest - Bryan Lampstand Health & Rehab of Bryan Langford Methodist Retirement Community Sodalis Senior Living Waldonbrooke Estates Watercrest At Bryan Tx Waterford at College Station City of Bryan Police Department City of College Station Police Brazos County Sheriff's Office Texas Department of Public Safety University Police Department Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Medical Nuclear Science Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Nursing/Assisted Living Home Police Station Police Station Police Station Police Station Police Station COB COOS COB COB COOS COOS COOS COOS COB COOS COOS COOS COOS COOS COB COOS TAMU COCS/TAMU COOS COB COB COB COB COB COB COB COB COOS COOS COB COB COOS COB COOS COB (BC) COB TAMU 245 Page 348 of 1298 Union Pacific Railroad Railway bridge BC, COB, COCS Burlington Northern Santa Fe Railway bridge BC, COB, COCS A & M Consolidated High School School COCS A&M Consolidated Middle School School COCS Aggieland Country School School COCS Allen Academy School COB Anson Jones Elementary School COB Arthur Davila Middle School School COB Ben Milam Elementary School COB Bonham Elementary School COB Brazos Christian School School COB Bryan Collegiate High School School COB Bryan High School School COB Center For Alternative Learning School COCS College Hills Elementary School COCS College Station High School School COCS College Station Middle School School COCS CornerStone Christian Academy School COB Creekview Elementary School School COCS Crockett Elementary School COB Cypress Grove Intermediate School COCS Disciplinary Alternative Educational Program School COB Fannin Elementary School COB Forest Ridge Elementary School School COCS Greens Prairie Elementary School School COCS Harmony Science Academy School COB Harvey Mitchell Elementary School COB Henderson Elementary School COB IL Texas College Station K-8 School COCS IL Texas Aggieland High School School COCS Jane Long Middle School COB Johnson Elementary School COB Kemp Elementary School COB Keystone Montessori School School COB Mary Branch Elementary School COB Maly Catherine Harris School of Choice High School COB School Montessori School House School COB 246 Page 349 of 1298 Navarro Elementary School COB Neal Elementary School COB Oakwood Intermediate School COCS O.W. Sadberry Intermediate School COB Pebble Creek Elementary School COCS Rock Prairie Elementary School COCS Rudder High School School COB Sam Houston Elementary School COB Sam Rayburn Middle School COB South Knoll Elementary School COCS Southwood Valley Elementary School COCS Special Opportunity School School COB St. Michaels Academy School COB St. Joseph Catholic School School COB Stephen F Austin Middle School COB Still Creek Christian School School BC Sul Ross Elementary School COB COCS Cell Towers (12) Services COCS COCS Central Park Admin Services COCS COB Electrical Facilities Services COB COCS Electric Facilities (11) Services COCS COCS Lift Stations (17) Services COCS COB Municipal Court Services COB COCS Municipal Court, Public Works, & Fire Services COCS Administration COCS Northgate Parking Garage Services COCS COCS Point Pump Stations (2) Services COCS COCS Utilities, Meeting & Training Facility Services COCS COCS Water Towers (3) Services COCS COCS Wells (7) Services COCS Burton Creek Wastewater Treatment Plant Wastewater COB Still Creek Wastewater Treatment Plant Wastewater COB Thompson Creek Wastewater Treatment Plant Wastewater COB Carter Creek Wastewater Treatment Wastewater COCS COB Still Creek Wastewater Treatment Wastewater COB COB Thompsons Creek Wastewater Treatment Wastewater COB Plant Lick Creek Wastewater Treatment Wastewater COCS Texas A&M University Wastewater TAMU 247 Page 350 of 1298 Utilities and Energy Services Wastewater Legend: COB - City of Bryan, COCS - City of College Station, BC - Brazos County, TAMU - Texas A&M University, WV - City of Wixon Valley, and K - City of Kurten TAMU 248 Page 351 of 1298 Appendix C — Public Survey Questions and Results Survey Distribution The Community Survey was distributed to the citizens of Brazos County and participating entities through a variety of means including paper copies distributed at public meetings and events, in public locations such as libraries and City Halls, and digitally through an online form available by hyperlink located on publicly accessible websites. This hyperlink to the online survey was also sent via email to Brazos County employees and employees of the City of Bryan, the City of College Station, and Texas A & M employees. The table below indicates the form of distribution used throughout the planning area. Survey Data Entry Responses to the survey submitted via digital means (hyperlinks available on websites and through email) were captured and recorded through the SurveyMonkey website (www.surveymonkey.com/r/BCHMPUpdate) and the Brazos CEOC website (https://brazosceoc.org/brazos-county-resident-hazard-mitigation-action-plan-update-survey/). Responses to the survey submitted via printed means were entered into the digital format of the survey and added to the SurveyMonkey website totals. Currently, the survey is a total of 131 responses (digital and print combined) which were recorded and saved for analysis. It is, however, prudent to mention that the survey will remain open for the foreseeable future so that information is continually collected and assessed as an ongoing method of interacting with the communities. Website for Public Survey Participation: https://brazosceoc. org/brazos-county-resident-hazard-mitigation-action-plan-update-survey/ This Survey was offered in English and Spanish. Q1 Have you ever experienced a natural disaster? o Yes (1) o No (2) Q2 If yes, which natural disasters have you experienced while living in Brazos County? (Check all that apply) O Flood (1) O Winter Storm (2) O Tornado (3) O Urban/Wildland Fire (4) O Dam Failure (5) O Severe Thunderstorm (6) 0 Lightning (7) 0 Hail (8) 0 Drought (9) 0 Excessive/Extreme Heat (10) O Other (please specify) (11) Q3 How concerned are you about the following natural hazards in your area? 249 Page 352 of 1298 Very (1) A little (2) Not at all (3) Flood (1) o o o Winter Storm (2) o o o Tornado (3) o o o Urban/Wildfire (4) o o o Dam Failure (6) o o o Severe Thunderstorm (7) o o o Lightning (8) 0 0 0 Hail (9) 0 0 0 Drought (10) 0 0 0 Excessive/Extreme Heat (11) 0 0 0 Other (12) 0 0 0 Q4 Does your family plan for any of the following hazards? (Check all that apply) O Flood (1) O Winter Storm (2) O Tornado (3) O Urban/Wildfire (4) O Dam Failure (5) O Severe Thunderstorm (6) O Lightning (7) O Hail (8) O Drought (9) O Excessive/Extreme Heat (10) O Other(11) Q5 How do you receive warnings and alerts about emergencies? (Check all that apply) O Television (1) O Radio (2) O Brazos County Emergency Notification System (CodeRed) (3) O Texas A&M's Code Maroon Notification System (4) O Blinn Alert Notification System (6) O NOAA Weather Radio (7) O Cell Phone Services / Apps (8) O Social Media (e.g., Facebook, Twitter, etc.) (10) O Cable TV System Alerts (11) O Other (please specify) (12) Q6 What are the best ways for YOU to get information about hazards and hazard safety? (Check all that apply) O Local Newspaper (1) O Television or Local Cable Channel (2) O Radio (3) O Information on Utility Bills (4) O Direct Mailings (5) O Email (6) O County/City Website (7) O County/City Meetings (8) O School Meetings and/or Messages (9) O Information at Local Library (10) O Roadside Message Boards (11) O Emergency Notification System (Phone or Text Message) (12) O Social Media (e.g., Facebook, Twitter, etc.) (13) O Other (please specify) (14) Q7 What kind of housing do you have? O Single-family home (1) O Duplex (2) O Apartment (3) O Condominium or Townhome (4) O Manufactured Home (Modular) (5) O Mobile Home or Trailer (6) O Other (Please specify) (7) Q8 Is your home in a floodplain? OYes (1) O No (2) O Unsure (3) Q9 Flood insurance is available in Brazos County! Do you have flood insurance? 250 Page 353 of 1298 OYes (1) O No (2) O Unsure (3) Q10 If you do NOT have flood insurance, why? (Check all that apply) O I am not located in a floodplain (1) O I don't experience floods (2) 0 My home is protected from floods already (3) 0 It's not required (4) 0 It's too expensive (5) 0 I've never thought about it (6) 0 Other (please specify) (7) Q11 Think about Brazos County as a whole. How important are the following efforts in your area? Very (1) A little (2) Not at all (3) Protecting private property (1) 0 0 0 Protecting critical facilities (e.g., hospitals, fire stations, etc.) (2) o o o Protecting utilities (3) o o o Protecting roads and bridges (4) 0 0 0 Preventing development in hazardous areas (5) o o o Protecting the environment (6) o o o Protecting cultural and historical landmarks (7) o 0 0 Improving emergency response (8) o o o Improving public education on hazards (9) o o o Identifying hazardous areas with signs (10) o o o Q12 Are you aware that your local schools, businesses, or churches have emergency plans? O Yes (1) O No (2) O Unsure (3) Q13 If you want to be notified about Hazard Mitigation Plan public meetings, please enter your contact information. O Name: (1) O Phone: (4) O Email: (5) Demographic Information (Voluntary) Q14 How long have you lived in Brazos County? O 0 - l year (1) O 2 - 5 years (2) O 6 - 10 years (3) O 11 - 20 years (4) O 21 - 30 years (5) O 30+ years (6) Q15 What is your zip code? Q16 Do you rent or own the place you live in? O Own (1) O Rent (2) Q17 How do you identify? O Male (1) O Female (2) O non -binary / third gender (3) O Prefer not to say (4) Q18 What is your highest education level? O No High School Diploma (1) O High School Diploma / GED (2) O Some College (3) O Trade -Specific Certificate / Associate degree (4) O Bachelor's degree (5) O Master's degree or Higher (6) Q19 How many people under age 18 live with you? 251 Page 354 of 1298 Q20 How many people over age 65 live with you? Q21 Please select the option that best describes you: O White (1) O Black or African American (2) O Asian (3) O Hispanic (4) O American Indian or Alaskan Native (5) O Native Hawaiian or Pacific Islander (6) O Other (please specify)(7) Results Captured from the Surveys (September 2023 — January 2024) Results are sent and calculated by Texas A & M University for accuracy. 2024-2029 Brazos County HMAP — FINAL - Analyzed on February 15th, 2024, 9:48 am CST Q1 — Have you experienced a natural disaster? 0 10 20 30 4 0 50 60 7 0 90 90 1W Q3 — How concerned are you about the following natural hazards in your area? a Irrtle t O 20 A 30 40 50 60 A RO M • Flood • Winter Storm • Tornado • VmanM0ldfire Dam Failure • Severe Tnvnderstorm Lightning • Hall • Drought • Excessive/Extreme treat • Omer Q2 — If yes, which natural disasters have you experienced while living in Brazos County? laod - VRrter Strom ■ Tornado ■ umarvwrdLna Fre ■ Dern Failure Severe Thu.etetwm ■ Lightning ■ Hell - Faces IExtrerre Hear Omer [pease werM7 • 0 10 20 30 JO 50 60 252 Page 355 of 1298 Q4 — Does your family plan for any of the following hazards? Tc.- ■ UrbanNAldfire Dam Failure Severe Thunderstorm ^. Lightning Hail Drought Excessixhxtreme Heal 0 Q5 — How do you receive warnings and alerts about emergencies? Teleois.c•n Radro Brazos County Emergency Notificaton System CCUdeRe6)— Texas ABMs Code Maroon Notification System 0L1nn Alen I Nolifrrcabon System NOAA Weatner Bad* Cell Phone Services Apes i0 60 70 — Social Media (e.g, Faceboog. Twitter, etc) Cable TV System Alerts Met (ctease Weary) 1 1 1 1 1 70 1 1 t 10 20 ]0 40 50 60 60 00 Q6 — What are the best ways for you to get information about hazards and hazard safety. Local Neersc.: - Local Cable Channel _ E— Counry/Cicy Website Coy Meeungs eeang School Meetings - arWlor Messages Inlormabon at ' Local Library Roadside Message Emergency — NOlaKatien - System [Phone or SOloll MGIIIA (e g., Facebook. Twitter, etc) _ Other (please - speoly) 1I' 1' I I 'I 0 10 20 70 40 50 60 70 253 Page 356 of 1298 Q7 — What kind of housing do you have? Q8 — Is your home in a floodplain? Q9 - Flood insurance is available in Brazos County! Do you have flood insurance? 254 Page 357 of 1298 It's not -- -rs too expensive Q10 — If you do not have flood insurance, why? i t i s i 30 IS 20 25 30 35 40 45 50 Q12 - Are you aware that your local schools, businesses, or churches have emergency plans? A lc' "dot at arl Q11 — Think about Brazos County as a whole. How important are the following efforts in your area? Mir • Protecting private property • Protecting critical facilities (e.g.. hospitals. fire stations. etc.) • Protecting utilities • Protecting roads and bridges Preventing development In hazardous areas • Protecting the environment • Protecting cultural and historical landmarks • Improving emergency response • Improving public education on hazards • Identifying hazardous areas with signs 0 10 20 30 40 50 60 70 80 90100 Q13 — How long have you lived in Brazos County? 0-beer 2-5yearl 6-10years 11-20 years 21-30 years 30+ years I I I 1 r r 1 r r r r I 0 2 4 6 8 SO 12 14 I6 19 20 22 24 26 28 255 Page 358 of 1298 0-1ye, 2-5years 6- 10 years 11-20 years Rent vs Demographic Information (Voluntary) Q14 How long have you lived in Brazos County? 1 1 1 1 1 1 1 1 1 I 1 I 1 I 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 Q16 — Do you rent or own the place you live in? 0 1 1 1 1 I 30 40 50 60 70 80 90 100 Male Female Non -binary 1 third gender Prefer not to say Q15 — What is your zip code? Zip Code Reporting (identified) Number 77681 1 77801 3 77802 34 77803 10 77807 8 77808 22 77840 3 77845 21 77859 1 77864 1 Q17 — How Do you identify? I 1 1 I r I 1 1 1 1 0 5 10 15 20 25 30 35 40 45 50 55 256 Page 359 of 1298 Q18 — What is your highest education level? No High School Diploma High School Diploma rGED Some College Trade -Spec& CerONcatel Associate Degree Bachelor Degree Master Degree or Higher 5 10 15 20 25 30 35 Q20 — How many people over age 65 live with you? Number Reporting Number 0 54 1 24 2 9 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 Wine Q19 - How many people under age 18 live with you? Number Reporting Number 0 62 1 21 2 7 3 2 4 1 5 0 6 0 7 0 8 0 9 1 10 0 Q21 — Please select the option that best describes you: Black or African' Amnican Asian Hispanic AnariCan Indian or I Alaskan Native Native Hawaiian at Pacific Islander Other (pease aPacifY) 0 10 20 30 40 257 Page 360 of 1298 Appendix D — Community Meeting Documents Hazard Mitigation Action Plan Meeting #1IIlir" Sign in Sheet Date: Monday, November 13, 2023 Name v;NC;lf Time: 6:00-730 pm Home Zip Code Host: Brazos County EM, College Station, Bryan, Kurten, Wixon Valley & Texas A & M Email Address (if you'd like to he notified for other events) -—7-77?4' .� rrrtnr nuvilirlrz(v5.7t/ `IZE eb7xss C. I 1� • I 77 9V5" ir,11 /STY.ljnv 7735'r �s/,•eatif. erHt+...0 -e,la. ).4 3 O� a 55Sc/reCg facdgY,Eo,zTH .,J,o rVHF fi�A/ /' Q/G 77�a pc.,..: co —._ Z ea ..e.10.4.0...... 4r'ic. lid TAOit> E5r•� 7_s('1 ?hvte h/syy/vn "lee r-rtnyy.0J-1 Jr.., (2t Psi 13 4Y11 JA, i, +IC A> k✓ I. /I�scw1.4 .,e.H � � - - s1)al—�' ( i 3 YaTArl 1�fL.,i 1 eb I. ,7 no �3eonpUe A 0hr rl i`}i�}� Yhna41P Sufi + 1 �oryl �a , ware, Xto1 j.wnra 7 SrNM i-v 9 LG SAI,e p q°�ru� — Cc A....i�E.. Location Brazos Center Date Monday, November 13. 2023 Time sou 73o pn rncilrtator Brazos county Cities of Bryan College Station Management sMEmergenq gement la) Ertl. Agenda Items sou-630, 6PO-i'00 T00 - 730 Additional Information Please feel eto grab refreshments at anytime am ME bathrooms are located In the men hell erroyl Thank you for ingw heap make GLI, commie,. and Texas Aer, safari sign -In Hetreahments a Welcome What is the Hazard Mitigation Anton Plan anow does itoHe, you and your communes? Qlreatons & Survey jitSwarm Swarm Ploe Public Meeting 1 was held on Monday, November 13, 2023. This meeting was held at the Brazos Center located in Bryan, Texas. This meeting was also hosted through Zoom for those that may not have been able to attend in person. The meeting invitation was sent out to the Brazos County Employee Network, the Texas A & M Network, The City of Bryan, and College Station Employees. Posted on the CEOC Facebook Page and flyers posted within Brazos County and the participating entities. 258 Page 361 of 1298 Flyers with link for the Hazard Mitigation Action Plan 7mn .�, Survey — Posted in Public Areas within Brazos County '� >M and the participating entities. Brazes Community Emergency Operations Center Help your local erneraeMv manacement ^artners by cornnletn9 a HAZARD MITIGATION ACTION PLAN It will only take 5 minutes and your answers can help improve the HAZARD MITIGATION ACTION PLAN. www.surveymonkey.com/r/EICHMPUIxiate Brazos Community Emergency Operations Center PLAN DEACCION DE RIESGO DE MITIGACION. SOLO TARDARAS 5 MINUTOS y tus respuestas pueden ayudar a mejorar el PLAN DE ACTION DE RIESGO DE MITIGACION. www.surveymonkey.comlr/BCHMPUpdate 259 Page 362 of 1298 Hazard Mitigation Action Plan Meeting #2 Sign in Sheet Date: Monday, December 11, 2023 Time: 6.00-730 pm Name pod e nS'r6 AJrf F7_ \nl(lY7 The Eagle neaa<o6r t 0 comm FLOOR 11LE 50-75 cents W M116 supplke hag 979-690.6766 Home Lip Code L�O7 3R�li R4Cs 7'7 pp1�O.- �']kb2 Host: Brazos County EM, College Station, Bryan, Kurten, Wixon Valley & Texas A & M Email Address (if you'd like to be notified for other events) rAx star\ C.O -tT1..ln ,-{ I(n� \(l -•4r'4.. 6t a� ,.,/a JC+2 hra au cav $brl [.t i& G.Oi o f e.—. 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NaLUA O FOREPAIRa ON PASrn..C.5EO CARE buy le Bell n Find It R all barn In the COMA -slung,' Information ro,fst-, -hh)n 1 bnwLd9e mmm murenluncenee CEOC CTION PLAN TY MEETING AGENDA Leca4an Bieroe Center Date Monday O ecember 11 2023 Time 605•750 pm Feo,liletnr Brazos County Caves of Bryan College Stevan lW rten Mann Valley and Terms A & Al Emergency Management (el Entities Agenda Karns 600-630pm 530-T00 Adde10m1 information Rues, Cal fra,c grab refreshments at time and the bathrooms elks . n the main hallennyl Thankyo� for takng soutane to help make our oo'nmuekies end -eras A 6 M safari 51gri-In Betreslme MA & Welcome What 636 Hazard Mivgehon Mvon Plan and MAMA it amayon a. your enmm,tyv euemmns & survey Public Meeting 2 was held on Monday, December 11, 2023. This meeting was held at the Brazos Center located in Bryan, Texas. This meeting was also hosted through Zoom for those that may not have been able to attend in person. The meeting invitation was sent out to the Brazos County Employee Network, the Texas A & M Network, The City of Bryan, and College Station Employees. Posted on the CEOC Facebook Page and flyers posted within Brazos County and the participating entities. This meeting was also posted in the local newspaper, "The Eagle" in the Marketplace section on Tuesday December 5, 2023. 260 Page 363 of 1298 Appendix E — Partners in Outreach Meeting Documents Brazos County and its participating entities work with various partners in outreach within our communities. These partners are volunteer organizations that promote active, timely, and nimble collaborative opportunities with individuals and organizations. Brazos County and its participating entities work closely with these organizations and appreciate their service to the communities and value their suggestions for ideas that we can include in our operations for better outreach and mitigation practices. Good morning: First and foremost, I want to start by saying thank you for all that you do for all the residents of Brazos County and your continuing efforts to lift our communities up! I need to share information about a project the Emergency Management community has been working on. There is a committee that has been working since early last year to update our Brazos County Hazard Action Mitigation Plan. The Hazard Mitigation Action Plan (HMAP) describes the natural hazards/weather (flooding, drought, wildland fire, severe winter weather, tornadoes, hail, thunderstorms and wind, excessive/extreme heat) that impact our community. We have also included a quasi -technological hazard (dam failures) and a chapter on infectious diseases. The Plan identifies actions/projects that can be taken or done to help reduce or eliminate long-term risks to human and animal lives as well as minimize or eliminate damage to properties (both residential and business). The HMAP is required to be updated and approved by TDEM and FEMA every five years. During the process, it is made available for the public/stakeholders to see, review, and submit comments to Committee members. This document outlines the mitigation information/efforts for Brazos County, the Cities of Bryan, College Station, Kurten Wixon Valley, and Texas A & M University. We are trying to put the finishing touches on the updated HMAP. But the Committee needs you and your organization's help. FEMA has added a section that requires us to reach out to the organizations in our community that work with the underserved, more vulnerable residents. We are asking you to review the mitigation actions/projects that have been identified for the different hazards and participating entities and let us know if there are other actions/projects that you think would help your organization better serve the underserved/vulnerable residents of Brazos County. I have attached the current project listing for all participating entities. Examples of these mitigation projects that are already included in the actions/project's listings could be: purchasing generators for use on buildings that would be used for sheltering or for cooling/warming centers, fans or blankets that can be distributed to our residents through our VOAD organizations, etc. In a nutshell, we need your feedback, tell us what you're doing, what you have planned, or what we can do to better assist in your efforts. The Emergency Management Coordinators would be to discuss any ideas you might have. If possible, can you review and provide input by next Monday, February 12th. Please reach out if you have any questions. Thank you for your time in this matter and we appreciate your feedback! Michele Bailey -Meade Emergency Management Coordinator Brazos County Office of Emergency Management 110 N. Main Street, Suite 100 Bryan, TX 77803 (979) 821-1011 office 261 Page 364 of 1298 Group Identification United Way of Brazos County Person/Position Reached Peggi Goss/President & CEO St. Vincent DePaul Pat Schoenemann and St. Joseph Health Sahai American Red Cross Fleurant/Disaster Program Manager Partner Responses Recommendations/Suggestions Infectious Disease Mitigation Audio Visual Program Reasons In Place? We are seeing so many illnesses taking people out right now (flue, strep, covid, etc.). Is it possible to create a few mitigation steps? Possibly something that would encourage people to keep children out of school and assist certain organizations in having the proper equipment to work from home or alternate locations dunng times of outbreaks. There should be training in the faith -based community and senior care facilities that could help with mitigation (for illnesses). It seems like the older and vulnerable populations are reverting to the old days/ways, when everyone attends even if they are sick and then infects the compromised/vulnerable population. Schools and critical infrastructure organizations are going back to the emphasis on physical attendance that is a detriment to controlling the spread of any infectious disease. Short video PSA type bits that are educational and can be downloaded from a webpage or posted on Facebook or Instagram, would be a great way to reach the public, as opposed to an event -based workshop or expo, which is expensive and has one- time outreach. I can see setting up at expo type events and just playing many such PSA videos and giving out other free items. The first Friday of every month would be a great forum. Free to set up and done year-round, great crowds. Audio PSAs can be done on radio, and video possibly on cable or streaming services. These may have a long shelf life if they are basic educational bits about Emergency Preparedness Kits, Flood Hazard Mitigation; Tornado Safety, Drought Damage Mitigation, Burn Bans, Foundation Watering, Water Conservation, etc. You can build a library of digital PSA videos at no cost, and they can be posted on several county and municipal web pages, and possibly on the utility web pages as well. Perhaps, if sponsorship money is needed, the utility companies will be willing to kick in some funding toward this effort and be listed as a film's sponsor. No No No No We would love to continue our smoke detector Smoke Detector Program program with Bryan Fire Department (BFD) and Yes would love to also partner with the College Station Fire Department (CSFD). Utilization of CERT Team for local disaster relief. Also, allowing the CERT Team trained in sheltering No and other"volunteer" roles. Annual Community Awareness Meetings, Red Cross would like to participate and present No information on disaster preparedness. 262 Page 365 of 1298 Health For All Catholic Charities/Salvation Army Elizabeth Dickey, Executive Director Tilly Flores Emergency Preparedness (proposed) Accessible Transportation Services (proposed) Community Safe Spaces (proposed) Community Based Early Warning Systems (proposed) Information Dissemination (proposed) Information Dissemination (planned) Medical Health Services (planned) Medical Health Services (planned) Food Secunty Initiatives Financial Assistance Programs (future) Could we ask students to create tools or conduct workshops tailored for underserved communities, providing information on creating emergency plans, assembling emergency kits, and understanding evacuation procedures? Collaborate with local transportation providers to ensure accessible and affordable transportation options for vulnerable residents during evacuations or emergency situations. Identify and establish safe spaces within underserved neighborhoods where residents can gather during extreme weather events, offering protection and access to essential resources - most likely churches or community centers. Implement early warning systems within underserved neighborhoods, utilizing community leaders and local communication channels to disseminate timely information about impending disasters. (Again, we would likely begin with churches and community centers.) We can do a better job of communicating pertinent information to churches, nonprofit listservs, etc. to better communicate with our areas underserved and more vulnerable residents. We post flyers in exam rooms, the lobby, restrooms, etc. to educate and inform patients on issues and services that would benefit them and their families. We provide primary and preventative care for residents as well as assisting in obtaining free or affordable prescriptions. These services are for established patients of the clinic. We provide culturally sensitive counseling and support services for residents dealing with the psychological impact of disasters. We address food security through our community garden, partnering with the local food bank, and ensuring access to nutritious meals for vulnerable populations. Financial assistance programs to help vulnerable residents purchase emergency supplies, make necessary home improvements for disaster resilience, or cover evacuation -related expenses. Assistance programs to help vulnerable residents Home Repair Programs (future) make necessary home repairs after a disaster. Response There are no current actions/projects that are not already in place or proposed. (subject to change) 263 Page 366 of 1298 Appendix F — Capability Assessment Texas A & M University Planning and Regulatory Planning/Regulatory Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Plans, Education/Outreach, Hazard Mitigation Plan Technical, and Y Administrative Plans, Administrative, Emergency Operations Plan Technical and Y Education/Outreach Continuity of Operations Plans, Administrative, Plan (COOP) Technical and Y Education/Outreach Disaster Recovery Plan Plans, Technical, and Y Administrative Economic Development Plan Plans, Education and Y Outreach Stormwater Management Plans, Technical, and Y Plan Administrative Plans, Technical, and Evacuation Plan Y Administrative Capital Improvement Plan Plans and Administrative Y Shared jurisdictional plan with Brazos County and Cities of Bryan and College Station; available on website; stakeholders included in planning process; staff with skills and resources for mitigation planning and actions. Shared jurisdictional plan with Brazos County and Cities of Bryan and College Station; approved by executive administration; available on website; staff with skills and resources to implement. Overarching campus plan: many departments/units have specific plans; training offered in person and online; staff with skills and resources to implement. Maintained by IT; staff with skills and resources to implement. Associate VP -level managed; multiple community programs for education. Plan maintained by EHS; staff with skills and resources to implement. Building plans have evacuation procedures; staff with skills and resources to implement. System -level, approved by Board of Regents. Codes and Ordinances Code/Ordinance Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Building Codes Fire Department Inspections Plans Plans; Technical; Administrative Y Y System provides facility design guidelines. Compliant with NFPA 101 (life safety code); staff with skills and resources to implement. 264 Page 367 of 1298 City of Bryan Planning and Regulatory Planning/Regulatory Tool Capability Type In Place (YIN) or N/A FT/PT Notes Hazard Mitigation Plan Emergency Operations Plan Comprehensive Land Use Plan National Flood Insurance Program (NFIP) Community Wildfire Protection Plan Continuity of Operations Plan (COOP) Disaster Recovery Plan Economic Development Plan Flood Mitigation Plan Land Acquisition (open space/public recreation) Stormwater Management Plan Evacuation Plan Capital Improvement Plan Historic Preservation Plan Natural Resources Protection Plan Plans, Education/Outreach, Technical, and Administration Plans, Administration, and Technical Y Y Plans, Administration, and Y Technical Plans, Administration, and Technical Plans Plans, Administration, and Technical Plans, Administration, and Technical Plans and Finance Plans, Administration, and Technical Plans, Administration, and Technical Plans, Administration, and Technical Plans, Administration, and Technical Plans and Administrative Plans Plans Y Y Y Y Y Y Y Y Y Y Y Y Shared jurisdictional plan with Brazos County and Cities of Bryan and College Station; available on website; stakeholders included in planning process; staff with skills and resources for mitigation planning and actions. Shared jurisdictional plan with Brazos County and Cities of Bryan and College Station; approved by executive administration; available on website; staff with skills and resources to implement. This Comprehensive Plan assesses the growth that Bryan has experienced and estimates the likely growth that the city will have to manage in the future. New infrastructure and development are required to sustain the built environment and maintain the character and quality of life that make Bryan unique. A current and accurate plan is essential to this process. This Comprehensive Plan provides a vision to guide Bryan's growth and development for the near term and for years to come. https://www.bryantx.gov/planning-and-development-services/long-range-planning/ Flood Insurance Rate Maps are used to identify flood prone areas and plans are made accordingly with land acquisition, drainage, and collection of rain, as well as considerations made to TXDOT projects within the City of Bryan and their potential to affect flooding in a positive or negative way. The intent of the COB CWPP is to reduce the risk of wildfire and promote ecosystem health. The plan also is intended to reduce home losses and provide for the safety of residents and firefighters during wildfires. https://docs.bryantx.gov/fire/Bryan%20Community%20 Wildfire%20Protection%20Plan.pdf. City of Bryan is working to enhance the current COOP plans once grant funds have been identified. This is an action item listed in the current Flood Mitigation Plan. Contained in Chapter 2 of the Comprehensive Land Use Plan. Contained in Appendix B, Section B.1.3 of the Floodplain Management Plan, "Natural Resource Protection". Contained in Chapter 8 of the Comprehensive Land Use Plan, "Parks, Recreation, and Open Space". https://docs.bryantx.gov/water/stormwater/accessible/COB_SWMP_2020.pdf and https://docs.bryantx.gov/engineering/Report.pdf. and https://library municode.com/tx/bryan/codes/codeof ordinances?nodeld=PTIICOOR CH46STMA. Multi -Agency evacuation plan contained in Emergency Management Annex E: Evacuation. Rolling 5-year CIP that is updated every 2 years. Planning staff updated the plan in June 2023, and it is maintained by development services. Contained in Appendix B, Section B.1.3 of the Floodplain Management Plan, "Natural Resource Protection". Codes and Ordinances Code/Ordinance Tool Capability Type In Place (YIN) or N/A FT/PT Notes 265 Page 368 of 1298 Floodplain Management Ordinance/NFIP Compliance Building Codes Fire Department Inspections International Property Maintenance Code Hazard Specific Ordinances Site Plan Development Review Ordinances Subdivision Development Review Ordinances Zoning Ordinances Code of Ordinances Post Disaster Redevelopment Ordinance Plans Plans Y Y Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans; Technical; Administrative Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans, Administration, and Y Technical Y Contained in the FMP: https://docs.bryantx.gov/engineering/FMP.pdf. The COB has adopted the 2021 International Building Code and International Roofing Resiliency Code to assist with insurance and mitigation strategies. Managed by the City Fire Marshal's Office. Managed by the City Fire Marshal's Office. Code of ordinances at https://library.municode.com/tx/bryan/codes/code_of ordinances?node1d=14054. Code of ordinances at https://library.municode.com/tx/bryan/codes/code_of ordinances?node1d=14054. Code of ordinances at https://library.municode.com/tx/bryan/codes/code_of ordinances?node1d=14054. Code of ordinances at https://library municode.com/tx/bryan/codes/code_of ordinances?nodeld=14054. Code of ordinances at https://library.municode.com/tx/bryan/codes/code_of ordinances?node1d=14054. Contained in the Floodplain Management Plan, Appendix B.1.4 "Emergency Services Measures." This is something that will be enhanced from recent lessons learned - tornado, winter storms, etc. Administrative and Technical Administrative/Technical Tool Engineering Department Code Enforcement Department Board of Education Emergency Management Maintenance Department Mitigation Implementation Team Mutual Aid Agreements Planning Commission/Zoning Board Public Utility Board (s) Public Works Department Capability Type Administration and Engineering Services Administration and Code Enforcement Bryan Independent School District BC CEOC Facility Services BC CEOC BC CEOC Planning and Development Services Administration Public Works In Place ('JN) or N/A FT/PT Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Notes W. Paul Kaspar, P.E., City Engineer. Engineering Department Manager. https://www.bryantx.gov/engineering-services/. The City of Bryan Code Enforcement Department is responsible for handling code violations. The city is divided into 10 zones, or areas, each of which has one officer assigned to handle all violations within that zone. https://www.bryantx.gov/codeenforcement/. The Bryan ISD Board of Trustees are elected leaders who establish policies and regulations to operate the school district. They also identify district needs and goals, conduct elections, approve employee certified personnel, adopt the district budget, approve the district tax rate, approve purchase of property, award bids, approve building plans, accept projects, serve as an appellate body, and serve on standing committees. https://www.bryanisd.org/o/bisd/page/board-of-trustees. Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to change). Marcus Walker. Parks Operations and Facility Services Manager. 979-209-5522. Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to change). Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to change). Planning and Development. 979-209-5030. planning@bryantx.gov/Building Permits and Inspections. 979-209-5030. building@bryantx.gov (subject to change). The BTU Board was created in 2001 by Ordinance of the Bryan City Council to oversee the operations of the electric utility and is appointed by the City Council. Https://www.btutilities.com/about-btu/leadership/. City of Bryan Public Works Department (979) 209-5900. 266 Page 369 of 1298 Purchasing Department Civil Engineer/Construction Management Grant Administrator Grant Writer Purchasing Services Administration and Engineering Services Finance COB Employees (Departments Vary) Purchasing Services is responsible for procuring goods and services for all city departments and Y Y performing these purchases in accordance with state and local requirements. Phebe Mosley. Manager. 979-209-5500. purchasingweb@bryantx.gov. W. Paul Kaspar, P.E., City Engineer. Engineering Department Manager. Y Y https://www.bryantx.gov/engineering-services/. Y Y Fiscal Services. 979-209-5080. COB employees are responsible for fmding, writing, filing, and dispersing grant(s)as pertains to Y Y p g g' g' p g their department or service. Financial Financial Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Capital Improvements Program Community Development Block Grant FEMA - Public Assistance 406 Mitigation Funding Programs (State) Plans, Administration, and Technical Plans, Administration, and Technical Plans, Administration, and Technical Plans, Administration, and Technical Y Rolling 5-year CIP that is updated every 2 years. N Did not pursue for current grant cycle but being considered for new fiscal year. Y Multiple projects open and closed. Y Public safety funding provided through OOG and TFS. Education and Outreach Education/Outreach Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Storm Ready Certification Seasonal Emergency Management and Mitigation Outreach Fire Wise USA Certification Local Citizen Groups or Non -Profit Organizations Environmental Protection Emergency Preparedness Access and Functional Needs Plans, Administration, and Technical BC CEOC Plans, Administration, and Technical BC CEOC Public Works BC CEOC Plans, Administration, and Technical N The City of Bryan is pursuing this through National Weather Service. Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to Y change). Y City Marshall's Office. Y Managed through partnerships, Agreements with VOADS. Y City of Bryan Public Works Department (979) 209-5900. y Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to change). Y STEAR Data Custodian. Natural Disaster or Safety Related School Programs Ongoing Public Education or Information Programs Environmental Education Public Works Y Plans, Fire Safety Administration, Y and Technical Bryan Independent Y School District BC CEOC Y Household Preparedness BC CEOC Y The Bryan ISD Board of Trustees are elected leaders who establish policies and regulations to operate the school district. They also identify district needs and goals, conduct elections, approve employee certified personnel, adopt the district budget, approve the district tax rate, approve purchase of property, award bids, approve building plans, accept projects, serve as an appellate body, and serve on standing committees. https://www.bryanisd.org/o/bisd/page/board-of-trustees. Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to change). City of Bryan Public Works Department (979) 209-5900. City Marshall's Office. Managed through partnerships, mostly American Red Cross. 267 Page 370 of 1298 Responsible Water Use Public Works Y City of Bryan Public Works Department (979) 209-5900. Public/Private Partnership Emergency Management Coordinator - Jeanelle Johnson - johnsonj@bryantx.gov (subject to initiatives addressing BC CEOC 1 change). disaster -related issues 268 Page 371 of 1298 City of College Station Planning/Regulatory Tool Capability Type In Place °UM or N/A FT/PT Planning and Regulatory Notes Hazard Mitigation Plan Emergency Operations Plan Comprehensive Land Use Plan National Flood Insurance Program (NFIP) Community Wildfire Protection Plan Continuity of Operations Plan (COOP) Economic Development Plan Flood Mitigation Plan Transportation Plan Stormwater Management Plan Capital Improvement Plan Plans, Education/Outreach, Technical, and Administration Plans, Administration, and Y Technical Y Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans and Finance Y Plans, Administration, and Y Technical Transportation Division Y Plans, Administration, and Y Technical Plans and Administrative Y Shared jurisdictional plan with Brazos County and Cities of Bryan and College Station; available on website; stakeholders included in planning process; staff with skills and resources for mitigation planning and actions. Shared jurisdictional plan with Brazos County and Cities of Bryan and College Station, approved by executive administration; available on website; staff with skills and resources to implement. The strategic guide that expresses the values and aspirations of our community is called the Comprehensive Plan. It is the broadest public policy document that our community creates. It establishes a long-range vision for College Station's growth and development, housing, mobility, parks, the environment, economic development, city -provided infrastructure and services, and other related topics. The College Station Comprehensive Plan acts as a guidebook for decision - makers and is implemented over time through ordinances, infrastructure investments, and other public and private development decisions. The Comprehensive Plan includes, among other components, Future Land Use and Thoroughfare Plans. Flood Insurance Rate Maps are used to identify flood prone areas and plans are made accordingly with land acquisition, drainage, and collection of ram, as well as considerations made to TXDOT projects within the City of College Station and their potential to affect flooding in a positive or negative way. A CWPP can help protect against the threats of wildfire and reduce losses. By developing a CWPP, the COCS in outlining a strategic plan to mitigate, prepare, respond, and recover. When a natural or human -caused disaster strikes, city services are extremely vulnerable to disruptions at the very time when they are needed most. Having viable Continuity of Operations (COOP) plans that allow the City of College Station to operate under the most adverse conditions is critical, not only to continuing essential services, but also to maintaining public confidence. Intelligent and thorough planning— specifically, tailored COOP plans can help to ensure the city's ability to rebound quickly and effectively after a disruption event. The College Station Economic Development Master Plan was adopted by the city council in 2020 and guides the community's economic development path for the next 5-10 years. The intent of the master planning process is to ensure growth and development advance the city's economic development objectives. This article is adopted under the authority of the Constitution and laws of the State and pursuant to the provisions of the Charter of the City. (Code 2011 (Repub.), § 13-1(A)) State Law reference— Flood Control and Insurance Act, Texas Water Code § 16.311 et seq.; goveming body required to adopt ordinances or orders necessary to participate in National Flood Insurance Program, Texas Water Code § 16.3145; responsibility to establish flood hazard regulations, Texas Water Code § 16.315. The Transportation Planning Division is responsible for leading the long range and short-range planning efforts related to multi -modal transportation and providing support as different aspects of the transportation system are implemented through land acquisition and the development review process. The Thoroughfare Plan provides a long-term vision of the major street network necessary to meet future travel needs. The Thoroughfare Plan locates and classifies major streets by access to adjacent land use, mobility for through traffic, and context. The City of College Station developed a city-wide Stormwater Management Program in accordance with the requirements published in the MS4 General Permit TXR040000 for obtaining authorization for stormwater discharges and certain non-stormwater discharges. The SWMP has been developed to facilitate the City's efforts in reducing stormwater pollutants from the City's MS4 to the maximum extent practicable. The City of College Station has a five-year Capital Improvement Plan that addresses infrastructure needs in College Station resulting from growth and aging existing infrastructure. General government capital projects include streets, parks, and public facilities. 269 Page 372 of 1298 Codes and Ordinances Code/Ordinance Tool Floodplain Management Ordinance/NFIP Compliance Building Codes Fire Department Inspections International Property Maintenance Code Site Plan Development Review Ordinances Subdivision Development Review Ordinances Zoning Ordinances Capability Type Plans Plans In Place (YND or N/A Y Y Plans, Administration, and Y Technical Plans, Administration, and Y Technical Plans Y Plans Plans Y Y FT/PT Notes This article is adopted under the authonty of the Constitution and laws of the State and pursuant to the provisions of the Charter of the City. (Code 2011 (Repub.), § 13-1(A)) State Law reference— Flood Control and Insurance Act, Texas Water Code § 16.311 et seq.; governing body required to adopt ordinances or orders necessary to participate in National Flood Insurance Program, Texas Water Code § 16.3145; responsibility to establish flood hazard regulations, Texas Water Code § 16.315. The COB has adopted the 2021 International Building Code and International Roofing Resiliency Code to assist with insurance and mitigation strategies. For additional information or questions, please contact Building Official, Bnan Binford at bbinford@cstx.gov or 979.764.3570. (subject to change). The Fire Marshal's Office performs pre -construction site reviews and inspections, fire alarm and sprinkler systems plan review, inspection and testing, fire safety inspections for commercial occupancies (as well as daycare centers, foster homes, and health care facilities), and fire cause investigations. Criteria for all reviews and inspections are based upon the 2021 International Fire Code, the Unified Development Ordinance, and adopted amendments. The City of College Station has adopted the family of International Building Codes to regulate construction. You can view a copy of these codes in our office. We have adopted the following which came into effect on June 1, 2022. https://www.cstx.gov/departments city_hall/pds/regulations/building_codes. The city has also adopted local changes or amendments to some of the codes listed below. You may access our local amendments to each code by clicking on "Adopted Amendments". https://www.cstx.gov/departments city_hall/pds/regulations/udo. The Unified Development Ordinance (UDO)contains all development regulations in one document and includes regulations pertammg to zoning and use, platting, site plan development, and building permits. The UDO also includes an overview of the development review bodies, review procedures, zoning districts, use regulations, development standards, and non - conformities. https://www.cstx.gov/departmentscity_hall/pds/regulations/udo. The Unified Development Ordinance (UDO)contains all development regulations in one document and includes regulations pertaining to zoning and use, platting, site plan development, and building permits. The UDO also includes an overview of the development review bodies, review procedures, zoning districts, use regulations, development standards, and non - conformities. https://www.cstx.gov/departmentscity_hall/pds/regulations/udo. Administrative and Technical Administrative/Technical Tool Engineering Department Code Enforcement Department Board of Education Capability Type Engineering Department Code Enforcement Division College Station Independent School District Emergency Management BC CEOC In Place (WM or N/A Y FT/PT Y Y Y Notes Carol Cotter, P.E., CFM, City Engineer. ccotterna,cstx.gov (subject to change). The Code Enforcement Division is the "one stop shop" for premise code enforcement issues. 979- 764-6363 or codeenforcement@cstx.gov (subject to change). The seven -member College Station ISD Board of Trustees all serve for three-year terms in large Y Y positions. The CSISD Board of Trustees meets the third Tuesday of each month unless otherwise indicated on the meeting schedule. https://www.csisd.org/board. Y Y Tradd Mills. Emergency Management Coordinator. tmills@cstx.gov (subject to change). 270 Page 373 of 1298 Maintenance Department Mitigation Implementation Team Mutual Aid Agreements Planning Commission/Zoning Board Public Works Department BC CEOC and City Manager BC CEOC and City Manager Planning and Development Public Utility Board (s) College Station Utilities Public Works Department Purchasing Department Civil Engineer/Construction Management Grant Administrator Grant Writer Public Works Department Purchasing Division Y Y Y Y Y Y Y Y Y Y Y Y Y Y Administration Y Y Y Y Y Y Administration COOS Employees (Each Department Vary) The Public Works Department consists of the following divisions: Administration, Drainage Maintenance, Facilities Maintenance, Fleet Maintenance, Landscape and Irrigation Maintenance, Solid Waste and Recycling Collections, Streets Maintenance, and Traffic Engineering, Signals, Signs and Markings. The department has held the prestigious American Public Works Association (APWA) accreditation since 2012. pubworks@cstx.gov (subject to change). Emergency Management Coordinator - Tradd Mills - tmills@cstx.gov (subject to change). Emergency Management Coordinator - Tradd Mills - tmills@cstx.gov (subject to change). Planning and Development Services. 979-764-3570. cspds@cstx.gov. College Station Utilities is a leading utility providing high -quality, customer -owned services to citizens. We provide electric, water and wastewater services, and manage a 24-hour dispatch for residential and commercial customers in College Station. 979.764.3535 (subject to change). The Public Works Department consists of the following divisions: Administration, Drainage Maintenance, Facilities Maintenance, Fleet Maintenance, Landscape and Irrigation Maintenance, Solid Waste and Recycling Collections, Streets Maintenance, and Traffic Engineering, Signals, Signs and Markings. The department has held the prestigious American Public Works Association (APWA) accreditation since 2012. (subject to change). The City of College Station Purchasing Division is committed to procuring goods and services in a manner that provides for free and unrestricted competition while ensuring the taxpayers the best possible return on and use of their tax dollars. All procurement activities shall be in compliance with all City policies and applicable local, state, and federal laws. Lisa D. Davis, CPM, APP. Purchasing Manager. ldavis@cstx.gov (subject to change). David Vaughn, CFM, Engineering Program Specialist. Dvaughn.cstx.gov (subject to change). Fiscal Services. COCS employees are responsible for finding, writing, filing, and dispersing grant(s) as pertains to their department or service. Financial Tool Capability Type In Place °UM or N/A FT/PT Financial Notes Capital Improvements Program Community Development Block Grant FEMA - Hazard Mitigation Assistance FEMA - Public Assistance 406 Mitigation Education/Outreach Tool Storm Ready Certification Plans, Administration, Y and Technical Plans, Administration, and Technical Plans, Administration, and Technical Plans, Administration, and Technical Capability Type Emergency Management and City Manager The City of College Station has a five-year Capital Improvement Plan that addresses infrastructure needs in College Station resulting from growth and aging existing infrastructure. General government capital projects include streets, parks, and public facilities. N Did not pursue for current grant cycle but being considered for new fiscal year. Y Multiple projects open and closed. Y Public safety funding provided through OOG and TFS. Education and Outreach In Place ('JN) or N/A Y FT/PT Notes On Feb. 28, 2008, the City of College Station received a Storm Ready® Certification. 271 Page 374 of 1298 Seasonal Emergency Management and Mitigation Outreach Fire Wise USA Certification Local Citizen Groups or Non -Profit Organizations BC CEOC Y Emergency Management Coordinator - Tradd Mills - tmills@cstx.gov (subject to change). Plans, Administration, Y and Technical VOADS Y Environmental Protection Public Works Y Emergency Preparedness Access and Functional Needs Natural Disaster or Safety Related School Programs Ongoing Public Education or Information Programs BC CEOC Y Plans, Administration, Y and Technical College Station Independent Y School District BC CEOC Y Environmental Education Public Works Y Plans, Fire Safety Administration, Y and Technical Household Preparedness BC CEOC Y Responsible Water Use Public/Private Partnership initiatives addressing disaster -related issues Public Works Department Y BC CEOC Y City Fire Marshall's Office. National VOAD, American Red Cross, FB - ARC Bryan, Brazos ARES, Brazos Valley CERT, Brazos Valley Food Bank, FB - The Salvation Army, Texas Methodist Men Disaster Relief, and The United Way of the Brazos Valley. The Public Works Department consists of the following divisions: Administration, Drainage Maintenance, Facilities Maintenance, Fleet Maintenance, Landscape and Irrigation Maintenance, Solid Waste and Recycling Collections, Streets Maintenance, and Traffic Engineering, Signals, Signs and Markings. The department has held the prestigious American Public Works Association (APWA) accreditation since 2012. (subject to change). Emergency Management Coordinator - Tradd Mills - tmills@cstx.gov (subject to change). STEAR Data Custodian. The seven -member College Station ISD Board of Trustees all serve for three-year terms in large positions. The CSISD Board of Trustees meets the third Tuesday of each month unless otherwise indicated on the meeting schedule. https://www.csisd.org/board. Emergency Management Coordinator - Tradd Mills - tmills@cstx.gov (subject to change). The Public Works Department consists of the following divisions: Administration, Drainage Maintenance, Facilities Maintenance, Fleet Maintenance, Landscape and Irrigation Maintenance, Solid Waste and Recycling Collections, Streets Maintenance, and Traffic Engineering, Signals, Signs and Markings. The department has held the prestigious American Public Works Association (APWA) accreditation since 2012. (subject to change). City Fire Marshall's Office. Managed through partnerships, mostly Amencan Red Cross. The Public Works Department consists of the following divisions: Administration, Drainage Maintenance, Facilities Maintenance, Fleet Maintenance, Landscape and Irrigation Maintenance, Solid Waste and Recycling Collections, Streets Maintenance, and Traffic Engineenng, Signals, Signs and Markings. The department has held the prestigious American Public Works Association (APWA) accreditation since 2012. (subject to change). Emergency Management Coordinator - Tradd Mills - tmills@cstx.gov (subject to change). 272 Page 375 of 1298 City of Wixon Valley Planning and Regulatory Planning/Regulatory Tool Capability Type In Place (WM or N/A Hazard Mitigation Plan Plans and Administration Emergency Operations Plan Plans and Administration National Flood Insurance Plans and Program (NFIP) Administration Community Wildfire Protection Plans and Plan Administration Disaster Recovery Plan Economic Development Plan Transportation Plan Stormwater Management Plan Evacuation Plan Plans, Administration, and Emergency Management Plans and Administration Plans and Administration Plans and Administration Plans, Administration, and Emergency Management FT/PT Notes Shared jurisdictional plan with Brazos County and Cities of Bryan, Wixon Valley, Kurten and College Station; available on website; stakeholders included in planning process; staff with skills and resources for mitigation planning and actions. Shared jurisdictional plan with Brazos County and Cities of Bryan, Wixon Valley, Kurten, and College Station; approved by executive administration; available on website; staff with skills and resources to implement. Flood Insurance Rate Maps are used to identify flood prone areas and plans are made accordingly with land acquisition, drainage, and collection of rain, as well as considerations made to TXDOT projects within the City of College Station and their potential to affect flooding in a positive or negative way. A CWPP can help protect against the threats of wildfire and reduce losses. By developing a CWPP, the COCS in outlining a strategic plan to mitigate, prepare, respond, and recover. Being developed for Brazos County to include the City of Wixon Valley and the City of Kurten. Y Emergency Management Annex J - Recovery https://bcdem.org/emergency/plans. Y The purpose of the CEDs is to serve as the guide in the continuing successful economic development projects, the facilitation of new projects, and establishing economic recovery based on analysis of the region's economic situation because of the COVID -19 pandemic. https://www.bvcog.org/Portals/0/Economic%20Dev/CEDS/Final_2021 CEDS.pdf. Y Emergency Management Annex S - Transportation https://bcdem.org/emergency/plans. Y To the extent allowable by State and local law, Brazos County SWMP was developed and will be implemented according to requirements of TPDES General Permit TXR 040000, for discharges of stormwater to surface water in the State. This SWMP was developed to prevent pollution in storm drainage systems to the maximum extent practicable. Y Emergency Management Annex E - Evacuation https://bcdem.org/emergency/plans. Codes and Ordinances Code/Ordinance Tool Floodplain Management Ordinance/NFIP Compliance Capability Type Plans and Administration In Place °UM or N/A Y FT/PT Notes This involves a combination of flood mitigation, emergency management, flood forecasting and warning measures, land -use planning, and infrastructure design considering the local flood situation and the associated hazards. Administrative and Technical Administrative/Technical Tool Board of Education Emergency Management Capability Type In Place OUN) or N/A FT/PT Notes Bryan Independent Y FT Wixon Valley is served by Bryan Independent School District (BISD). School District BC CEOC and Y FT Emergency Management Director/Mayor - Jim Soefje wixonvalley@gmail.com (subject to City Mayor change). 273 Page 376 of 1298 Mutual Aid Agreements BC CEOC and Y FT Emergency Management Director/Mayor - Jim Soefje wixonvalley@gmail.com (subject to City Mayor change). Intra- Brazos County Agreement. Public Utility Board (s) Administration Y PT Wickson Creek SUD. Purchasing Department Administration Y PT All purchases for the City of Wixon Valley are approved by the Mayor and City Council. Financial Financial Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Funding Programs (Federal) - NON- FEMA Administration Y ARPA Funds Received. Education and Outreach Education/Outreach Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Seasonal Emergency Use of Social Media Accounts for the City of Wixon Valley and National Night Out. Management and Mitigation Administration Y https://www.facebook.com/WixonValleyTX/. Outreach Local Citizen Groups or Non - Profit Organizations Emergency Preparedness Natural Disaster or Safety Related School Programs Ongoing Public Education or Information Programs Administration Y BC CEOC and City Mayor Y Administration Y Administration Y Fire Safety Administration Y Household Preparedness Administration Y Responsible Water Use Administration Y Use of Social Media Accounts for the City of Wixon https://www.facebook.com/WixonValleyTX/. Use of Social Media Accounts for the City of Wixon https://www.facebook.com/WixonValleyTX/. Use of Social Media Accounts for the City of Wixon https://www.facebook.com/WixonValleyTX/. Valley and National Night Out. Valley and National Night Out. Valley and National Night Out. Use of Social Media Accounts for the City of Wixon Valley and National Night Out. https://www.facebook.com/WixonValleyTX/. Use of Social Media Accounts for the City of Wixon Valley and National Night Out. https://www.facebook.com/WixonValleyTX/. Use of Social Media Accounts for the City of Wixon Valley and National Night Out. https://www.facebook.com/WixonValleyTX/. Wickson Creek SUD. 274 Page 377 of 1298 City of Kurten Planning and Regulatory Planning/Regulatory Tool Hazard Mitigation Plan Emergency Operations Plan Comprehensive Land Use Plan National Flood Insurance Program (NFIP) Capability Type Plans and Administration Plans and Administration Plans and Administration Plans and Administration Community Wildfire Protection Plans and Plan Administration Disaster Recovery Plan Economic Development Plan Flood Mitigation Plan Transportation Plan Stormwater Management Plan Evacuation Plan Plans, Administration, and Emergency Management Plans and Administration Plans and Administration Plans and Administration Plans and Administration Plans and Administration In Place (Y/N) or N/A Y Y N Y Y Y Y Y Y Y Y FT/PT Notes Shared jurisdictional plan with Brazos County and Cities of Bryan, Wixon Valley, Kurten and College Station; available on website; stakeholders included in planning process; staff with skills and resources for mitigation planning and actions. Shared jurisdictional plan with Brazos County and Cities of Bryan, Wixon Valley, Kurten, and College Station; approved by executive administration; available on website; staff with skills and resources to implement. Discussions are underway to develop a plan. Flood Insurance Rate Maps are used to identify flood prone areas and plans are made accordingly with land acquisition, drainage, and collection of rain, as well as considerations made to TXDOT projects within the City of College Station and their potential to affect flooding in a positive or negative way. A CWPP can help protect against the threats of wildfire and reduce losses. By developing a CWPP, the COCS in outlining a strategic plan to mitigate, prepare, respond, and recover. Being developed for Brazos County to include the City of Wixon Valley and the City of Kurten. Emergency Management Annex J - Recovery https://bcdem.org/emergency/plans. The purpose of the CEDs is to serve as the guide in the continuing successful economic development projects, the facilitation of new projects, and establishing economic recovery based on analysis of the region's economic situation as a result of the COVID - 19 pandemic. https://www.bvcog.org/Portals/0/Economic%20Dev/CEDS/Final_2021 CEDS.pdf This involves a combination of flood mitigation, emergency management, flood forecasting and warning measures, land -use planning, and infrastructure design considering the local flood situation and the associated hazards. Emergency Management Annex S - Transportation https://bcdem.org/emergency/plans. To the extent allowable by State and local law, Brazos County SWMP was developed and will be implemented according to requirements of TPDES General Permit TXR 040000, for discharges of stormwater to surface water in the State. This SWMP was developed to prevent pollution in storm drainage systems to the maximum extent practicable. Emergency Management Annex E - Evacuation https://bcdem.org/emergency/plans. Codes and Ordinances Code/Ordinance Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Floodplam Management Ordinance/NF1P Compliance Plans and Administration Site Plan Development Review Plans and Ordinances Administration Subdivision Development Review Ordinances Plans and Administration Y Y Y This involves a combination of flood mitigation, emergency management, flood forecasting and warning measures, land -use planning, and infrastructure design considering the local flood situation and the associated hazards. Ordinance #17 - City of Kurten (Oct 2012) This Ordinance classifies and regulates the use of land and structures within the city limits of Kurten, as hereinafter set forth. https://www.kurtentexas. com/wp-content/uploads/2021 /08/cokzoningordinance.pdf Ordinance #4 - Subdivision and Development Regulations - https://www.kurtentexas.com/wp-content/uploads/2021 /08/Kurten-Ordinance-4.pdf. 275 Page 378 of 1298 Zoning Ordinances Plans and Administration Y Ordinance #17 - City of Kurten (Oct 2012) This Ordinance classifies and regulates the use of land and structures within the city limits of Kurten, as hereinafter set forth. https://www.kurtentexas. com/wp-content/uploads/2021 /08/cokzoningordinance.pdf Administrative and Technical Administrative/Technical Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Code Enforcement Department Administration Y FT Planning and Zoning Personnel. Bryan Board of Education Independent Y FT Kurten is served by Bryan Independent School District (BISD). School District Emergency Management BC CEOC and Y FT Emergency Management Director/Mayor Chris Court - chris.court@kurten.texas.gov City Mayor (subject to change). Mutual Aid Agreements BC CEOC and Y FT Emergency Management Director/Mayor Chris Court - chris.court@kurten.texas.gov City Mayor (subject to change). Intra-Brazos County Agreement. Purchasing Department Administration Y PT All purchases for the City of Kurten are approved by the City Council. Grant Works Grant Administrator and Y PT 3rd Party Contractor - Grant Works. Administration Grant Works Grant Writer and Y PT 3rd Party Contractor - Grant Works. Administration Financial Financial Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Funding Programs (Federal) - Administration Y ARPA Funds Received. NON-FEMA Impact fees for new Administration Y Several fees depend on developments requested. development Education and Outreach Education/Outreach Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Seasonal Emergency Management and Mitigation Administration Y Use of Social Media Accounts for the City of Kurten. https://www.kurtentexas.com/. Outreach Emergency Preparedness Ongoing Public Education or Information Programs Environmental Education Fire Safety Household Preparedness Responsible Water Use BC CEOC and City Mayor Administration Administration Administration Administration Administration Y Y Y Y Y Y Use of Social Media Accounts for the City of Kurten. https://www.kurtentexas.com/. Use of Social Media Accounts for the City of Kurten. https://www.kurtentexas.com/. Use of Social Media Accounts for the City of Kurten. https://www.kurtentexas.com/. Use of Social Media Accounts for the City of Kurten. https://www.kurtentexas.com/. Use of Social Media Accounts for the City of Kurten. https://www.kurtentexas.com/. Wickson Creek SUD. 276 Page 379 of 1298 Brazos County Planning and Regulatory Planning/Regulatory Tool Hazard Mitigation Plan Emergency Operations Plan National Flood Insurance Program (NFIP) Disaster Recovery Plan Economic Development Plan Flood Mitigation Plan Transportation Plan Stormwater Management Plan Evacuation Plan Capital Improvement Plan Capability Type Plans, Administration, and Emergency Management Plans, Administration, and Emergency Management Brazos County Road & Bridge Plans, Administration, and Emergency Management Brazos Valley Council of Government (BVCOG) Brazos County Road & Bridge Plans and Administration Brazos County Road & Bridge Plans, Administration, and Emergency Management Plans, County Judges Office, and County Commissioners. In Place (YISO or N/A Y Y Y FT/PT Notes Shared jurisdictional plan with Brazos County and Cities of Bryan, Wixon Valley, Kurten and College Station; available on website; stakeholders included in planning process; staff with skills and resources for mitigation planning and actions. Shared jurisdictional plan with Brazos County and Cities of Bryan, Wixon Valley, Kurten, and College Station; approved by executive administration; available on website; staff with skills and resources to implement. Flood Insurance Rate Maps are used to identify flood prone areas and plans are made accordingly with land acquisition, drainage and collection of rain, as well as considerations made to TXDOT projects within Brazos County and participating entities and their potential to affect flooding in a positive or negative way. Y Emergency Management Annex J - Recovery https://bcdem.org/emergency/plans. Y Y The purpose of the CEDs is to serve as the guide in the continuing successful economic development projects, the facilitation of new projects, and establishing economic recovery based on analysis of the region's economic situation as a result of the COVID - 19 pandemic. https://www.bvcog.org/Portals/0/Economic%20Dev/CEDS/Final 2021 CEDS.pdf. This involves a combination of flood mitigation, emergency management, flood forecasting and warning measures, land -use planning, and infrastructure design considering the local flood situation and the associated hazards. Y Emergency Management Annex S - Transportation https://bcdem.org/emergency/plans. To the extent allowable by State and local law, Brazos County SWMP was developed and will be implemented according to requirements of TPDES General Permit TXR Y 040000, for discharges of stormwater to surface water in the State. This SWMP was developed to prevent pollution in storm drainage systems to the maximum extent practicable. Y Emergency Management Annex E - Evacuation https://bcdem.org/emergency/plans. Y The CIP is a five-year infrastructure plan which matches the County's highest pronty capital needs with a financing schedule. The CIP includes building, remodeling, and upgrading of public facilities and infrastructure systems. https://brazoscountytx.gov/609/Capital-Improvement-Program. Codes and Ordinances Code/Ordinance Tool Capability Type In Place (Y/N) or N/A FT/PT Notes Floodplain Management Ordmance/NFIP Compliance Building Codes Brazos County Road & Bndge Brazos County Road & Bridge Y Y This involves a combination of flood mitigation, emergency management, flood forecasting and warning measures, land -use planning, and infrastructure design considering the local flood situation and the associated hazards. On 1 September 2009, Brazos County adopted the 2003 International Residential Code and the 2002 National Electrical Code. Proof of construction compliance with these codes in the unincorporated areas of BC is required. More information is through the Brazos County Road & Bridge for permitting requirements related to driveways/culverts 277 Page 380 of 1298 Subdivision Development Review Ordinances Zoning Ordinances Administrative/Technical Tool Engineering Department Emergency Management Maintenance Department Mitigation Implementation Team Mutual Aid Agreements Purchasing Department Civil Engineer/Construction Management Grant Administrator Grant Writer Brazos County Road & Bridge Brazos County Road & Bridge Capability Type Brazos County Road & Bridge Plans, Administration, and Emergency Management County Court Plans, Administration, and Emergency Management Plans, Administration, and Emergency Management County Court Brazos County Road & Bridge Administration Services Y Y In Place (YIN) or N/A Y and for permitting requirements related to development in the floodplam. https://brazoscountytx.gov/455/Land-Development. These regulations have been prepared in general to aid in the orderly development of Brazos County, Texas. And provide guidelines which will lead to a desirable environment. Effective Date: 5 July 2016. https://www.brazoscountytx.gov/DocumentCenter/View/896/Sudivision-and- Development-Reps?bidld. On September 1, 2009, BC adopted the 2003 International Residential Code and the 2002 National Electrical Code. Proof of Construction Compliance with these codes in the unincorporated areas of BC is required. https://brazoscountytx.gov/DocumentCenter/View/ 1330/Memorandum-Development- Requirements?bidld. Administrative and Technical FT/PT Notes FT County Engineer - Prarthana Banerji - pbanerji@brazoscountytx.gov (subject to change). Y FT Y FT Building Maintenance. Y FT Y FT Y FT Purchasing Agent. Y FT Y FT BC Employees (Each Department Y PT Vary) and Grant Works Emergency Management Coordinator - Michele Meade - emc@bcdem.org (subject to change). Emergency Management Coordinator - Michele Meade - emc@bcdem.org (subject to change) Emergency Management Coordinator - Michele Meade - emc@bcdem.org (subject to change). County Engineer. This unit, consisting of vanous administrative staff, is primarily responsible for five major functions: administration and management of grants, policy and procedure, annual budgets, residential and nonresidential contracts, and maintenance of department facilities. BC employees are responsible for finding, writing, filing, and dispersing grant(s) as pertains to their department or service and 3rd Party Contractor - Grant Works. Financial Financial Tool Funding Programs Funding Programs (State) Capital Improvements Program Capability Type Administration Services Administration Services Plans, County Judges Office, and County Commissioners. In Place (YISO or N/A Y Y Y FT/PT Notes ARPA Funds Received. Law Enforcement, Public Defenders Enacted in 2023. The CIP is a five-year infrastructure plan which matches the County's highest priority capital needs with a financing schedule. The CIP includes building, remodeling, and upgrading of public facilities and infrastructure systems. https://brazoscountytx.gov/609/Capital-Improvement-Program. Education and Outreach Education/Outreach Tool Capability Type In Place (YIN) or N/A FT/PT Notes 278 Page 381 of 1298 Plans, Seasonal Emergency Management Administration, and Mitigation Outreach and Emergency Management Local Citizen Groups or Non -Profit Organizations Emergency Preparedness Access and Functional Needs Ongoing Public Education or Information Programs Fire Safety Household Preparedness VOADS Plans, Administration, and Emergency Management Plans, Administration, and Emergency Management Plans, Administration, and Emergency Management Plans, Administration, and Emergency Management Plans, Administration, and Emergency Management Y Y Y Y Y Y Y BC CEOC hosts platforms on Facebook, and a CEOC website that distributes seasonal mitigation information as well as mitigation outreach. https://brazosceoc.org/info and National Night Out. National VOAD, American Red Cross, FB - ARC Bryan, Brazos ARES, Brazos Valley CERT, Brazos Valley Food Bank, FB - The Salvation Army, Texas Methodist Men Disaster Relief, and The United Way of the Brazos Valley. BC CEOC hosts platforms on Facebook, and a CEOC website that distributes seasonal mitigation information as well as mitigation outreach. https://brazosceoc.org/info and National Night Out. BC CEOC hosts platforms on Facebook, and a CEOC mitigation information as well as mitigation outreach. National Night Out. BC CEOC hosts platforms on Facebook, and a CEOC mitigation information as well as mitigation outreach. National Night Out. BC CEOC hosts platforms on Facebook, and a CEOC mitigation information as well as mitigation outreach. National Night Out. BC CEOC hosts platforms on Facebook, and a CEOC mitigation information as well as mitigation outreach. National Night Out. website that distributes seasonal https://brazosceoc.org/info and website that distributes seasonal https://brazosceoc.org/info and website that distributes seasonal https://brazosceoc.org/info and website that distributes seasonal https://brazosceoc.org/info and 279 Page 382 of 1298 Appendix G — Previous Mitigation Actions (2019-2024) Hazard Floods Drought Jurisdiction All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Brazos County City of Bryan City of Bryan City of Bryan City of Bryan City of Bryan College Station College Station City of Kurten City of Wixon Valley All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) City of Bryan College Station College Station Projects 2019 - 2024 Mitigation Action Develop an annual public hazards workshop or expo for all residents to educate them on flooding hazards, National Flood Insurance Program and develop methods to mitigate damage to personal properties from flooding. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Do a hydrology study of the watersheds that exist in Brazos County that contribute to flooding during heavy ram incidents. Create 2D "rain on mesh" model to better identify flooding hazards outside of riverine areas (local flooding hazards). Create a map showing low water crossings in the City of Bryan. The results of the flood mapping will be used to prioritize low water crossing replacements/improvements. Perform detailed studies of areas prone to flooding to determine the most cost-effective means to reduce potential loss. The flood studies will be used to prevent new buildings from being built in the flood hazard area. Purchase or elevate existing properties subject to repetitive loss or serious repetitive losses. Replace drainage culverts identified in Stormwater Master Plan to improve their efficiency. Continue to enforce building codes and STP's. Improve flood risk assessment. Join the National Flood Insurance Program so residents can be eligible for flood insurance. Include space for a shelter in the new City Hall. Design and construct detention ponds to control runoff of rainwater from Texas A&M University property. Develop an annual public hazards workshop or expo for all residents to educate them on drought and develop methods to mitigate damage to personal properties from drought. Purchase generators for cntical facilities. Create a series of PSA's/outreach for topics such as burn bans, foundation watering how to's, water conservation in times of drought. Aquifer storage and recovery (ASR). Monitor water supply. Educate residents on water saving techniques. Completed? Not completed Not completed Not completed Not completed Completed Ongoing Ongoing Not completed Ongoing Ongoing Ongoing Ongoing Ongoing Ongoing Not completed Not completed Not completed Not completed Ongoing Ongoing If not, why? Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Completed. Ongoing. Ongoing. Source of funding not identified and inadequate staffing. Ongoing. Continuous. Continuous. Ongoing. Ongoing. Continuous. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Continuous. Continuous. 280 Page 383 of 1298 Wildland Fires Severe Winter Storms Tornadoes Texas A&M University All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Brazos County; Cities of Kurten and Wixon Valley City of Bryan City of Bryan City of Bryan College Station College Station City of Wixon Valley City of Wixon Valley Texas A&M University All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) City of Bryan City of Bryan College Station College Station All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Incorporate drought tolerant practices into landscaping of current and new open spaces to reduce dependence on irrigation. Develop an annual public hazards workshop or expo for all residents to educate them on wildfires, the hazards associated with wildfires, and develop methods to mitigate damage to personal properties from wildfires. Additionally, educate residents about the need for and creation of preparedness kits. Purchase generators for cntical facilities. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Develop wildfire plan (CWPP) for the unincorporated areas of Brazos County, to also include the cities of Kurten and Wixon Valley. Obtain updated low level aerial photography and topographic mapping within the city limits and ETJ. Completed Imagery can be used to delineate areas susceptible to urban/wildland fire hazards. Update/maintain wildfire plan (CWPP). Work with Red Cross to initiate a smoke alarm program. Map and assess vulnerability to wildfire. Increase wildfire risk awareness. Purchase and install flagpole and burn ban warning flags. Install/expand City of Wixon Valley hydrant coverage. Continue to enhance and improve the fire inspection program. Develop an annual public hazards workshop or expo for all residents to educate them on winter storms, the hazards associated with winter storms, and develop methods to mitigate damage to personal properties from winter storms. Additionally, educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Create an SOP for winter storm events including roadway safety, power outages, etc. Maintain hazardous weather condition information on the city's website, including closures, safety tips, etc. Conduct winter weather risk awareness activities. Assist vulnerable populations. Develop an annual public hazards workshop or expo for all residents to educate them on tornadoes, the hazards associated with tomadoes, and develop methods to mitigate damage to personal properties from tornadoes. Additionally, educate residents about the need for and creation of preparedness kits. Ongoing Ongoing Ongoing Ongoing Ongoing Ongoing Ongoing Completed Completed. Not completed Source of funding not identified and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Some work done, but Source of funding not identified not completed and inadequate staffing. Completed. Ongoing. Ongoing. Continuous. Continuous. Ongoing. Continuous. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Not completed. Not completed Ongoing Ongoing Ongoing Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Ongoing. Continuous. Continuous. Not completed Source of funding not identified and inadequate staffing. 281 Page 384 of 1298 Hail Thunderstorms (to include lightning and windstorm) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) City of Bryan City of Bryan College Station College Station Texas A&M University All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) City of Bryan City of Bryan College Station College Station City of Kurten All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Purchase generators for critical facilities. Not completed Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Not completed Purchase generators for critical facilities. Not completed Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Maintain hazardous weather condition information on the city's website and PSA's, including closures, safety Ongoing tips, etc. Create PSA's, procedures to provide to residents regarding cleanup/permit requirements after incidents, Ongoing and information on choosing contractors. Encourage construction of safety rooms. Conduct tornado awareness activities. Not completed Ongoing Ongoing Enhance building emergency plans to include "areas of refuge". Ongoing Develop an annual public hazards workshop or expo for all residents to educate them on storms that produce hail, the hazards associated with storms that produce hail, and develop methods to mitigate damage to personal Not completed properties from storms that produce hail. Additionally, educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Maintain hazardous weather condition information on the city's website and PSA's, including closures, safety Ongoing tips, etc. Create PSA's, procedures to provide to residents regarding cleanup/permit requirements after events and Ongoing choosing contractors. Locate safe rooms to minimize damage. Ongoing Increase hail awareness. Ongoing Create mailouts and/or social media messages that Ongoing provide information to residents regarding the use of weather radios, teach residents about the dangers of lightning and safety precautions to take when severe weather and lightning threatens. Develop an annual public hazards workshop or expo for all residents to educate them on thunderstorms that produce lightning and excessive winds, the hazards associated with storms that produce lightning and excessive winds and develop methods to mitigate damage to personal properties from storms that produce lightning and excessive winds. Additionally, educate residents about the need for and creation of preparedness kits. Purchase generators for cntical facilities. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Source of funding not identified and inadequate staffing. Ongoing. Ongoing. Continuous. Continuous. Continuous. Source of funding not identified and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Ongoing. Ongoing. Continuous. Continuous. Ongoing. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. 282 Page 385 of 1298 Dam Failure Excessive or Extreme Heat All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) City of Bryan City of Bryan City of Bryan College Station College Station City of Kurten City of Wixon Valley Texas A&M University All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Brazos County; Cities of Bryan and College Station City of Bryan City of Bryan College Station College Station Texas A&M University All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Maintain hazardous weather condition information on the city's website and PSA's, including closures, safety tips, etc. Install detectors in areas where there may be significant numbers of residents congregating outside (pools, parks, etc.). Create/maintain tree trimming program (BTU). Conduct lightning awareness programs. Create and mail lightning safety brochures with COCS water bills. Create mailouts and/or social media messages that provide information to residents regarding the use of weather radios, teach residents about the dangers of thunderstorms and safety precautions to take when severe weather threatens. Install surge and strike reduction rods/system in the new City Hall. Enhance building emergency plans to include "areas of refuge". Develop an annual public hazards workshop or expo for all residents to educate them on dam and levee failures, the hazards associated with dam and levee failure, and develop methods to mitigate damage to personal properties from dam and levee failure. Additionally, educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Conduct hydrology studies to identify the extent for each dam on the list for which there is no current information. The extent will be stated in the form of water depth in Not completed the inundation area for each dam. This project is to address data deficiencies identified in Section 13. Maintain/update Emergency Action Plans for Country Completed Club Lake and Lake Bryan. Update development regulations within the hazard areas Ongoing identified with the EAP's. Conduct a study estimating economic consequences for dam failure scenarios. Conduct a study estimating loss of life for dam sector for dam failure scenarios. Enhance routine dam maintenance to include vegetation Ongoing evaluation and removal (as appropriate) annually. Develop an annual public hazards workshop or expo for all residents to educate them on excessive heat, the hazards associated with excessive heat, and develop methods to mitigate damage to personal properties from excessive heat. Additionally, educate residents about the need for and creation of preparedness kits. Purchase generators for critical facilities. Source of funding not identified Not completed and inadequate staffing. Ongoing Ongoing Ongoing Ongoing Ongoing Ongoing Ongoing Ongoing Not completed Ongoing. Ongoing. Ongoing. Continuous. Continuous. Ongoing. Ongoing. Continuous. Source of funding not identified and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified and inadequate staffing. Completed. Ongoing. Ongoing. Ongoing. Continuous. Source of funding not identified Not completed and inadequate staffing. Source of funding not identified Not completed and inadequate staffing. 283 Page 386 of 1298 All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Build, renovate, rehabilitate, or convert a building or buildings for use as emergency shelters for individuals and families. Not completed Source of funding not identified and inadequate staffing. All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Provide information to the public on where they can go to stay cool during penods of excessive heat. Not completed Source of funding not identified and inadequate staffing. All participating entities (Brazos County; Cities of Bryan, College Station, Kurten, Wixon Valley; and TAMU) Educate vulnerable populations about sources of fans and sources of programs that can assist citizens having trouble paying utility bills. Not completed Source of funding not identified and inadequate staffing. 284 Page 387 of 1298 Appendix H — Sample Adoption of Hazard Mitigation Action Plan Plan Adoption ***Sample Adoption Resolution (This will be replaced with the "Official" Adoption, once approved.) (LOCAL GOVERNMENT, INCLUDING SPECIAL DISTRICTS), (STATE) RESOLUTION NO. A RESOLUTION OF (LOCAL GOVERNMENT) ADOPTING THE (TITLE AND DATE OF MITIGATION PLAN). WHEREAS the (local governing body) recognizes the threat that natural hazards pose to people and property within (local government); and WHEREAS the (local government) has prepared a multi -hazard mitigation plan, hereby known as (title and date of mitigation plan) in accordance with federal laws, including the Robert T. Stafford Disaster Relief and Emergency Assistance Act, as amended; the National Flood Insurance Act of 1968, as amended; and the National Dam Safety Program Act, as amended; and WHEREAS (title and date of mitigation plan) identifies mitigation goals and actions to reduce or eliminate long-term risk to people and property in (local government) from the impacts of future hazards and disasters; and WHEREAS adoption by the (local governing body) demonstrates its commitment to hazard mitigation and achieving the goals outlined in the (title and date of mitigation plan). NOW THEREFORE, BE IT RESOLVED BY THE (LOCAL GOVERNMENT), (STATE), THAT: Section 1. In accordance with (local rule for adopting resolutions), the (local governing body) adopts the (title and date of mitigation plan). While content related to (local government) may require revisions to meet the plan approval requirements, changes occurring after adoption will not require (local government) to re -adopt any further iterations of the plan. Subsequent plan updates following the approval period for this plan will require separate adoption resolutions. ADOPTED by a vote of in favor and against, and abstaining, this day of By: (print name) ATTEST: By: (print name) APPROVED AS TO FORM: By: (print name) 285 Page 388 of 1298 This page was left intentionally blank. 286 Page 389 of 1298 March 26, 2026 Item No. 7.5. Purchase of Transformers for Electric Warehouse Inventory Sponsor: Glenn Gavit Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on an award to KBS Electric Distributors, Inc. for Single Phase and Three Phase Transformers, for Electric Warehouse Inventory, not to exceed $1,043,514. Relationship to Strategic Goals: 1) Core Services and Infrastructure 2) Financially Sustainable City Recommendation(s): Staff recommends award of this purchase with KBS Electrical Distributors in the amount of $1,043,514.00. Size and quantity details for awarded units are attached. This purchase aligns with projections for upcoming projects and historical years' activity for Electric warehouse needs. Summary: Bid #26-035 was issued on December 19, 2025, for Electric Single Phase and Three Phase Transformers and the Bid was opened on January 20, 2026. Twenty-one (21) sealed proposals were received and were reviewed by Electric Staff to ensure compliance with the required specifications, pricing, and lead times. Seven (7) of these bids were found to follow specifications. KBS Electrical Distributors was awarded based upon meeting College Station Utility specifications, pricing, and delivery dates. Upon Council approval, staff will issue purchase orders to KBS Electrical Distributors for a one-time purchase. Budget & Financial Summary: Funds are available and budgeted within the Electrical Fund. Various capital projects will be expensed as supplies are requisitioned by staff and issued from inventory. Attachments: 1. 26-035 Award Bid Tabulation Page 390 of 1298 Item #1 Item #2 Item #3 Item #4 *Item #1 Item #2 Item #3 C,N[',F C,,I,I.F'F.FST rJCM *hem* rx...ebu Unlmwy' Single Phase 285-086-00031 285-086-00059 285-086-00032 285-086-00033 Three Phase 285-086-00043 285-086-00044 285-086-00050 OTY 25 25 25 15 Grand Total Delivery Weeks 12 3 2 Original Grand Total Delivery Weeks Manufactured Item 285-086-00043 Additional 4 units *increased units New Grand Total: TOTAL BID AWARD KBS Electrical Distributors, Inc. Unit Price Total $3,339 00 $83,475.00 $3,652 00 $4,174 00 $4,436 00 $345,665.00 $104,350 00 $66,540.00 $39,992.00 8 Weeks $319,936 00 $47,997.0 $36,977.0 0 $143,991 00 0 $73,954.00 $537,88L00 28-30 Weeks Cooper/South America $159,968.00 $697,849.00 $1,043,514.00 Texas Electric Cooperatives Unit Price Total $4,118.07 8102,951.75 84,385.54 8109,638.50 $4,592.77 8114,819.25 $5,066.27 $75,994.05 $403,403 55 18-20 Weeks $46,527.06 $66,052.94 $37,680.00 $372,216.48 $198,158.82 $75,360.00 $645,735 30 24-26 Weeks Mexico $186,108.24 $831,843.54 $1,235,247.09 ITB #26-035 PURCHASE OF SINGLE &THREE PHASE PAD -MOUNT TRANSFORMERS 01/20/26 @ 2:00 P.M. PulseMac Solutions Unit Price Total $4,950.00 $5,520.00 $5,600.00 $5,950.00 $123,750.00 $138,000.00 $140,000.00 $89,250 00 $491,000.00 14-16 Weeks ASIA ASIA ASIA N/A USA N/A TESLA TRANSFORMER Unit Price Total $0.00 $41,450.00 $48,654.00 $41,450.00 $331,600.00 $145,962.00 $82,900.00 $560 462.00 21 Weeks Columbia $165,800.00 $726,262.00 $726,262.00 Twenty-one (21) Responses received, Seven (7) Responses meetmg ITB #26-035 specifications with intent toAward. KBS Electrical Distributors, Inc. *Three Phase Item #1 (285-086-0043) quantity mcreased from 8 umts to 12 unit under Bid No 26-035 at the original awarded unit price. Amp Engineering Solutions Unit Price Total $10,326.09 $11,902.17 $13,315.22 $16,630.43 $258,152.25 $297,554.25 $332,880.50 $249,456.45 $1,138,043.45 18 ARAD $73,641.30 $84,130.43 $73,641.30 EHV Solutions Unit Price Total 8589,130.40 851,634.00 $252,391.29 $65,624.00 8147,282.60 $47,136.00 $988,804 29 16 ARAD Peru $294,565.20 $1,283,369 49 $2,421,412.94 $413,072.00 $196,872.00 $94,272.00 $704,216.00 36 Weeks USA $206,536.00 $910,752.00 $910,752.00 SUNBELT SOLOMON SVCS, LLC Unit Price Total $60,000.00 $80,000.00 $87,500.00 $74,700.00 $1,500,000.00 $2,000,000.00 $2,187,500.00 $1,120,500 00 $6,808,000 00 4-8 Weeks (Alt Bid only) $105,000.00 $45,000.00 $39,000.00 $840,000.00 $135,000.00 $78,000.00 $1,053,000.00 6-8 Weeks ARO (Alt Bid only) USA $420,000.00 $1,473,000.00 $8,281,000.00 $91,300.00 Page 391 of 1298 March 26, 2026 Item No. 7.6. Life Scan Wellness AMD#1 Sponsor: Richard Mann, Chief of Fire and Emergency Services Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding a contract amendment to a contract with LifeScan Wellness Centers to increase the term of the agreement, and increase the contract amount by $23,000 for a total contract amount of $118,000. Relationship to Strategic Goals: 1. Firefighter Safety 2. Firefighter Health and Wellness Recommendation(s): Staff recommends approval of the contract amendment. Summary: Life Scan Wellness Center provides comprehensive, on -site, annual physicals for firefighters tailored to detect job -related health issues early. This complies with the recent House Bill 198 requiring paid fire departments to provide comprehensive annual cancer screenings. This is an amendment of original LifeScan Wellness Center contract due to the increasing of fire department personnel. Budget & Financial Summary: Funding Account: $105,000 from 22229100-6255, remaining amount of $13,000 from 10010420-5305 Attachments: 1. LifeScan Amendment_24300352AMD1--KJ_(CC Page 392 of 1298 vp- C ry of CO3 L W'. Sf'.j i EON CONTRACT & AGREEMENT ROUTING FORM CONTRACT#: 24300352AM D 1 PROJECT #: N/A BID/RFP/RFQ#: N/A Project Name / Contract Description: Medical Evaluations and Fitness Assessments Name of Contractor: Life Scan Wellness Centers CONTRACT TOTAL VALUE: $ 118,000.00 Debarment Check Section 3 Plan Incl. NEW CONTRACT Yes Yes No No • RENEWAL # N/A N/A Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report CHANGE ORDER # Yes Yes Yes No No No N/A N/A N/A OTHER Amendment #1 BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) This amendment is for the increase of CS Fire Department personnel for annual Medical Evaluations & Fitness Assessments. Funding Account: $105,000 from 22229100-6255, remaining amount of $13,000 from 10010420-5305 (If required) * CRC Approval Date*: N/A Council Approval Date*: 03.26.2026 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: OR/ Performance Bond: N/A Payment Bond: N/A Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL a lit DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT EP( ASST CITY MGR — CFO Oxvil Pm/at LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED 2/24/2026 2/24/2026 2/25/2026 DATE DATE DATE DATE DATE DATE Page 393 of 1298 FIRST AMENDMENT TO THE GENERAL SERVICES CONTRACT BETWEEN THE CITY OF COLLEGE STATION AND LIFE SCAN WELLNESS CENTERS This FIRST Amendment to the General Services Contract ("Amendment") is by and between Life Scan Wellness Centers ("Contractor") and the City of College Station, a Texas Home Rule Municipal Corporation ("City"), collectively referred as the Parties. WHEREAS, the General Services Contract dated February 23, 2024, Contract # 24300352, by and between Contractor and the City ("Agreement"), provided up to NINETY-FIVE THOUSAND AND 00/100 DOLLARS ($95,000.00) to Contractor for the medical evaluation and fitness assessment of College Station Fire department personnel; and WHEREAS, the City desires to continue to provide these services to new personnel that have been hired by the City, thereby increasing the total amount of the Agreement to One Hundred and Eighteen Thousand and 00/100 Dollars ($118,000.00); and WHEREAS, the parties desire to renew the term of the Agreement for an addition term subject to Article 1.4 of the Agreement; and WHEREAS, Contractor is agreeable to amending the Agreement as set out below; NOW THEREFORE, for and in consideration of the recitation above and the covenants expressed herein below, the parties agree to amend the Agreement: A. Defined Terms. Terms defined in the Agreement shall have the same meaning as set forth therein, unless otherwise specified in this Amendment. B. Amendment of Article 1.1 of the Agreement. Article 1.1 is amended to read as follows: 1.1 Consideration. In consideration for the services and work performed in the Scope of Services/Work see Exhibit A (Scope of Services or Work) and Contractor's Completion of work in conformity with this Contract, as well as the non -monetary consideration in the form of the Contractor's representations, warranties, promises, and obligations contained in this Contract, the City shall pay the Contractor an amount not to exceed One Hundred Eighteen Thousand and 00/100 Dollars ($118,000.00). C. Amendment of Article 1.4 of the Agreement "Term". Article 1.4 "Term" is amended to read as follows: 1.4 Term. The initial term of the Contract is for one (1) year with the potential option to renew for four (4) additional one (1) year terms for a total of five (5) years; however, it is expressly required that Parties must mutually agree in writing (through the execution of a subsequent amendment or other revision of this Contract) to approve any renewal of this Contract. D. Amendment. This Amendment is governed by and construed in accordance with the terms and conditions of the Agreement. All other terms and conditions of the Agreement shall remain unchanged and in full force and effect. Page 394 of 1298 IN WITNESS WHEREOF, the Parties have executed this Amendment as of the date of the last party signing. LIFE SCAN WELLNESS CENTERS CITY OF COLLEGE STATION By: t0-VV (,fVU (, By: Printed Name: TODD LEDUC City Manager Title: CEO Date: Date: 2/24/2026 APPROVED: VavV,P14fl t,l� City Attorney Date: 2/25/2026 CFO/Assistant City Manager Date: 2/24/2026 Page 395 of 1298 SCOPE OF SERVICES Scope of Services The City of College Station is seeking to employ a health, wellness, and fitness company that will provide medical evaluations and fitness assessments for approximately 206 employees which includes firefighters and administrative personnel within the fire department. The goal of this program is to provide all benefit -eligible employees with the opportunity to participate in a quality health evaluation and a wellness and fitness assessment which ensures the health and well-being of our most valuable resource, our employees. This assessment will also provide prevention and early detection of any diseases/illnesses. Service Life Scan Wellness Centers will carry out a comprehensive medical exam that includes a health risk assessment, a complete medical history review to determine any health conditions that would prevent, or could be aggravated by, the employee performing their duties. The medical history shall also include any significant changes, job related exposures and new symptoms since the previous medical evaluation. Life Scan Wellness Centers will carry out the following tasks and provide the following: Comprehensive Medical Exam • Detailed medical history • Hands on Physical Exam • Consultation with review of results and a personalized health plan • Vital Signs • Occupational Vision and Hearing • Hemoccult Test • Skin Cancer screening Ultrasound Screening • Echocardiogram (Heart with function) • Carotid Arteries • Aorta and Aortic Valve • Liver, Gall Bladder, Kidneys, and Spleen (Internal Organs) • Ovaries and Uterus (Women) • Testicular and Prostate (Men) • Bladder • Thyroid Cardio Pulmonary: • Cardiac Stress Test with CPET • Electrocardiogram • Pulmonary Function Test (Spirometry) OSHA Respiratory Clearance Laboratory Analysis: Laboratory analysis should be completed in such a way for the results to be reviewed with the individual at the time of the exam. If multiple trips are involved, this should be identified in the proposal for scheduling purposes. • Comprehensive Metabolic Panel (24 panel including kidney, liver, & met functions) • Complete Blood Count • Total Lipid Panel (cholesterol panel) • Hemoglobin A1C • Glucose • Urinalysis • Men: PSA Prostate Cancer Marker • Men: Testosterone Metabolic Marker • Women: CA-125 Ovarian Cancer Marker • Thyroid TSH Test Page 396 of 1298 Fitness Analysis • Metabolic Analysis with Body Fat • Strength, Endurance, and Flexibility tests • Diet and Nutritional Recommendations • Personal Exercise Prescription Note: All of the above exams shall have a flat fee. Additional Tests Offered Priced Separately: • See attached services along with current pricing options for those services Deliverables • Personnel consultation with review of all testing results (no third party reviews). • Recommendations for medical interventions and behavioral modification changes will be made by Life Scan Wellness Centers. • Life Scan Wellness Centers will recommend programs and training to reduce the chance of injury and illness. • All testing will be conducted onsite at a location owned or leased by the City of College Station. • Life Scan Wellness Centers will provide data requested relating to the employee's annual physical o The results of the exam will be provided to the employee only. • Staffing o Life Scan Wellness Centers will provide staffing to meet the scheduling of approximately 206 employees on a yearly basis. • Physicals and information that reveal conditions that dictate further testing or treatment will be given to the employee so that they can follow-up with their own physician and risk management (Worker's Compensation) if necessary. • Final evaluation will be reviewed and signed by a medical director board certified with a licensed MD, DO, ARNP or PA. • Access to the new EMR/Data Platform with no additional costs or administrative fees. Page 397 of 1298 IL.LFj SCAN WELLNESS CENTERS Saving the Lives of America's Heroes Life Scan Wellness Centers 1011 N Macdill Ave Tampa, FL 33607 813-876-0625 Quote Date Sent: Exp. Date: 2026-02-17 2026-12-31 Prepared for College Station Fire College Station, TX Member Exams: TBD Keandria Jernigan NAME PRICE QTY SUBTOTAL Comprehensive Hands On Physical $531.00 1 $531.00 Includes Mandatory Administrative, EMR, and Data Fee with Behavioral Health Assessments $531.00 Tax $0.00 Total Per Person $531.00 This quotation is subject to the following terms and conditions: 1. While our pricing is listed on a per -patient basis for transparency, please note that departments will be billed per day of service. Each scheduled day includes up to 9 patient slots, and we staff and travel our clinical teams accordingly. This structure ensures operational efficiency and cost-effectiveness, especially when departments request extended service periods (e.g., 4 weeks or 20 days). If you do not meet the requirements to fill a day or week please discuss with scheduling 2. Minimum of 5 days or 45 appointments to come on site. Can combine multiple departments or use self pay spouses and retirees to get to this number. 3. Pricing subject to annual increase 4. Pricing is based on 9 patients per day, 45 per week. All scheduled appointments will be billed. Additional Info: Detailed scope of work can be found on page 2 Additional testing that can be added to the exam is listed on page 3 & 4 Page 398 of 1298 ScAN WELLNESS CENTERS Saving the Lives of America's Heroes Life Scan Wellness Centers 1011 N Macdill Ave Tampa, FL 33607 813-876-0625 Public Safety Physical Exam (NFPA 1582 Compliant) Medical & Occupational/Environmental Questionnaire Included Comprehensive Hands -On Physical Exam Included Vital Signs: Height, Weight, Blood Pressure, Pulse Included Behavioral Health Eval - Epworth Sleep, PCL-5, PHQ-9 Included Back Health Evaluation Included Urinalysis Included Audiogram Included Titmus Occupational Vision Exam Included Breast Exam with Self -Exam education Included Personal Consultation with review of testing results Included Laboratory Tests: Comprehensive Metabolic Panel, Blood Chemistry Included Complete Blood Count, Hematology Panel Included Hemoccult Stool Test for Colon Cancer Screening Included Total Lipid Panel Included Thyroid Test TSH Included Glucose Included Hemoglobin Al C Included Men: PSA (Prostate cancer marker) and Testosterone Included Women: CA-125 Included Ultrasound Screenings (Early Detection of Heart Disease and Cancer): Echocardiogram (Heart Ultrasound) Included Carotid Arteries Ultrasound Included Aorta and Aortic Valve Ultrasounds Included Liver Ultrasound Included Gall Bladder Ultrasound Included Kidneys Ultrasound Included Spleen Ultrasound Included Bladder Ultrasound Included Thyroid Ultrasound Included Men: Prostate and Testicular Ultrasounds Included Women: Ovaries and Uterus Ultrasounds Included Cardiopulmonary Testing & Fitness Eval (NFPA 1583 &IAFF WFI) Cardiac Stress Test (Treadmill with 12 lead, sub -maximal) Included EKG, 12 Lead Included Page 399 of 1298 ScAN WELLNESS CENTERS Saving the Lives of America's Heroes Life Scan Wellness Centers 1011 N Macdill Ave Tampa, FL 33607 813-876-0625 Public Safety Physical Exam (NFPA 1582 Compliant) Spirometry, PFT with OSHA Respirator Medical Clearance Included Fitness tests for muscular strength & endurance Included V02 Max Calc for Aerobic Capacity Included Body Weight and Composition Included Personal Fitness Rx OPTIONAL TESTS AVAILABLE Included LINE ITEM COST Chest X-Ray, 2 view with radiologist review $108.00 Lumbar X-Ray, 2 view with radiologist review $108.00 Hazmat Cholinesterase $108.00 Hazmat Heavy Metals $108.00 Hepatitis A Screening Test $71.00 Hepatitis A Titer $51.00 Hepatitis B Screening Test $85.00 Hepatitis B Titer $47.00 Hepatitis C Screening Test $78.00 HIV Test, Gen 4 $43.00 PPD TB Skin Test $43.00 QuantiFeron Gold TB Blood Test $114.00 Tdap (Tetanus, Diphtheria, Pertussis) Titer $43.00 Varicella Titer $40.00 Nicotine $83.00 Vitamin D $27.00 Apolipoprotein B (inflammation test) $27.00 C-reactiveProtein $22.00 Homocysteine $22.00 Lp(a) Cardiac Inflammation Test $44.00 OSHA Respirator Mask Fit Testing (PortaCount) $68.00 Drug Screen, I CUP $68.00 Page 400 of 1298 _,,„ XFj SCAN WELLNESS CENTERS Saving the Lives of America's Heroes Life Scan Wellness Centers 1011 N Macdill Ave Tampa, FL 33607 813-876-0625 OPTIONAL TESTS AVAILABLE LINE ITEM COST Drug Rescreen with confirmation $78.00 Medical Review Officer (MRO) as indicated/secondary review $156.00 Guardian Fitness, Nutrition, & Mental Health App Subscription - Per Member for the entire year, please ask for more $36.00 info regarding the app and its benefits Phlebotomist (Blood Draw) Fee $36.00 Labs Drawn without Appointment $100.00 Form Fee - Add'I forms needing to be filled out by APRN (per form) $50.00 Secure Wifi Access - if department wifi is inadequate or unavailable (per week) $50.00 Page 401 of 1298 ACORN® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 2/18/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Sihle Insurance Group Inc. 1021 Douglas Ave Altamonte Springs FL 32714 INSURED Life Extension Clinics Inc. dba Life Scan Wellness Centers 1011 N MacDill Ave Tampa FL 33607 COVERAGES CONTACT NAME: Certificate Department PHONE (A/C. No. Ext): 407-869-5490 E-MAIL ADDRESS: Certificates@sihle.com FAX A C, No): 407-389-3580 INSURER(S) AFFORDING COVERAGE INSURER A: Hartford Underwriters Insurance Company INSURERB: MSIG Specialty Insurance USA Inc I INSURER C : Palomar Excess and Surplus Insurance Company I INSURER D : I INSURER E : I INSURER F : CERTIFICATE NUMBER: 1296984013 REVISION NUMBER: NAIC # 30104 34886 16754 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY Y Y 21SBMBA9FTH 11/10/2025 11/10/2026 EACH OCCURRENCE CLAIMS -MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER PRO- JECT X POLICY X OTHER B AUTOMOBILE LIABILITY LOC ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY X A X UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE DED X RETENT ON $ i n nnn WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below C Cyber Liability A EPLI Y/N Y Y HNO1000294-2 N/A 21SBMBA9FTH ESN0040389230 21SBMBA9FTH LIFEEXT-01 11/10/2025 3/2/2025 3/2/2026 11/10/2025 11/10/2026 DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ 1,000,000 $ 1,000,000 $ 10,000 $ 1,000,000 $ 2,000,000 $ 2,000,000 $ 1,000,000 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 PER OTH- STATUTE ER E L EACH ACCIDENT E L DISEASE - EA EMPLOYEE E L DISEASE - POLICY LIMIT 6/26/2025 6/26/2026 Each Occurrence Each Claim Aggregate 11/10/2026 2,000,000 25,000 25,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of College Station is included as an Additional Insured with respect to General Liability and Automobile Liability when required by written contract. A Waiver of Subrogation applies when required by written contract to the General Liability and Automobile Liability policies in favor of City of College Station. CERTIFICATE HOLDER City of College Station Attn: Risk Management PO Box 9960 College Station TX 77842 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 402 of 1298 Policy Number HNO1000294-02 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. Name(s) Of Person(s) Or Organization(s): SCHEDULE Any person or organization you are required to include on this policy by written contract or written agreement in effect during this policy period and executed prior to the "loss". Additional Premium l $Included Section IV — Business Auto Conditions, A. Loss Conditions, 5., Transfer Of Rights Of Recovery Against Others To Us does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a written contract or written agreement with that person or organization. We will retain the additional premium shown above, regardless of any early termination of this endorsement of this Policy. JA5203US 01-19 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 with its permission Page 403 of 1298 21 SBMBA9FTH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD BLANKET ADDITIONAL INSURED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS LIABILITY COVERAGE FORM Except as otherwise stated in this endorsement, the terms and conditions of the Policy apply. A. The following is added to Section C. WHO IS AN INSURED: Additional Insureds When Required By Written Contract, Written Agreement Or Permit The person(s) or organization(s) identified in Paragraphs a. through f. below are additional insureds when you have agreed, in a written contract or written agreement, or when required by a written permit issued by a state or governmental agency or subdivision or political subdivision that such person or organization be added as an additional insured on your Coverage Part, provided the injury or damage occurs subsequent to the execution of the contract or agreement, or the issuance of the permit. A person or organization is an additional insured under this provision only for that period of time required by the contract, agreement or permit. However, no such person or organization is an additional insured under this provision if such person or organization is included as an additional insured by any other endorsement issued by us and made a part of this Coverage Part. The insurance afforded to such additional insured will not be broader than that which you are required by the contract, agreement, or permit to provide for such additional insured. The insurance afforded to such additional insured only applies to the extent permitted by law. The limits of insurance that apply to additional insureds are described in Section D. LIABILITY AND MEDICAL EXPENSES LIMITS OF INSURANCE. How this insurance applies when other insurance is available to an additional insured is described in the Other Insurance Condition in Section E. LIABILITY AND MEDICAL EXPENSES GENERAL CONDITIONS. a. Vendors Any person(s) or organization(s) (referred to below as vendor), but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business and only if this Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products -completed operations hazard". (1) The insurance afforded to the vendor is subject to the following additional exclusions: This insurance does not apply to: (a) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in the product made intentionally by the vendor; (d) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; Form SL 30 32 06 21 Page 1 of 3 © 2021, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 404 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (i) The exceptions contained in Paragraphs (d) or (f); or (ii) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. b. Lessors Of Equipment (1) Any person or organization from whom you lease equipment; but only with respect to their liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person or organization. (2) With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after you cease to lease that equipment. c. Lessors Of Land Or Premises (1) Any person or organization from whom you lease land or premises, but only with respect to liability arising out of the ownership, maintenance or use of that part of the land or premises leased to you. (2) With respect to the insurance afforded to these additional insureds, this insurance does not apply to: (a) Any "occurrence" which takes place after you cease to lease that land or be a tenant in that premises; or (b) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. d. Architects, Engineers Or Surveyors (1) Any architect, engineer, or surveyor, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In connection with your premises; (b) In the performance of your ongoing operations performed by you or on your behalf; or (c) In connection with "your work" and included within the "products -completed operations hazard", but only if: (i) The written contract, written agreement or permit requires you to provide such coverage to such additional insured; and (ii) This Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products -completed operations hazard". (2) With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services, including: (i) The preparing, approving, or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, designs or drawings and specifications; or (ii) Supervisory, surveying, inspection, architectural or engineering activities. This exclusion applies even if the claims allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by an insured, if the "bodily injury", "property Form SL 30 32 06 21 Page 2 of 3 © 2021, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 405 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD damage", or "personal and advertising injury" arises out of the rendering of or the failure to render any professional service. e. State Or Governmental Agency Or Subdivision Or Political Subdivision Issuing Permit (1) Any state or governmental agency or subdivision or political subdivision, but only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit. (2) With respect to the insurance afforded to these additional insureds, this insurance does not apply to: (a) "Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (b) "Bodily injury" or "property damage" included within the "products -completed operations hazard". f. Any Other Party (1) Any other person or organization who is not in one of the categories or classes listed above in Paragraphs a. through e. above, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (a) In the performance of your ongoing operations performed by you or on your behalf; (b) In connection with your premises owned by or rented to you; or (c) In connection with "your work" and included within the "products -completed operations hazard", but only if: The written contract, written agreement or permit requires you to provide such coverage to such additional insured; and (ii) This Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products -completed operations hazard". (2) With respect to the insurance afforded to these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (a) The preparing, approving, or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, designs or drawings and specifications; or (b) Supervisory, surveying, inspection, architectural or engineering activities. This exclusion applies even if the claims allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by an insured, if the "bodily injury", "property damage", or "personal and advertising injury" arises out of the rendering of or the failure to render any professional service described in Paragraphs f.(2)(a) or f.(2)(b) above. (i) Form SL 30 32 06 21 Page 3 of 3 © 2021, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 406 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD NOTICE OF CANCELLATION TO CERTIFICATE HOLDER(S) This policy is subject to the following additional Conditions: A. If this policy is cancelled by the Company, other than for non-payment of premium, notice of such cancellation will be provided at least thirty (30) days in advance of the cancellation effective date to the certificate holder(s) with mailing addresses on file with the agent of record or the Company. B. If this policy is cancelled by the company for non-payment of premium, or by the insured, notice of such cancellation will be provided within ten (10) days of the cancellation effective date to the certificate holder(s) with mailing addresses on file with the agent of record or the Company. If notice is mailed, proof of mailing to the last known mailing address of the certificate holder(s) on file with the agent of record or the Company will be sufficient proof of notice. Any notification rights provided by this endorsement apply only to active certificate holder(s) who were issued a certificate of insurance applicable to this policy's term. Failure to provide such notice to the certificate holder(s) will not amend or extend the date the cancellation becomes effective, nor will it negate cancellation of the policy. Failure to send notice shall impose no liability of any kind upon the Company or its agents or representatives. Form SL 90 13 10 18 Page 1 of 1 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 407 of 1298 HNO1000294-2 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - SCHEDULED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement the provisions of the Coverage Form apply unless modified by the endorsement. SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Any person or organization you are required to include as an additional insured on this policy by written contract or written agreement in effect during this policy period and executed prior to the "loss". A. SECTION II — COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 1. Who Is An Insured is amended to include as an "insured" the person(s) or organization(s) shown in the Schedule, but only with respect to their liability for "bodily injury" or "property damage" to which this insurance applies, caused in whole or in part, by an "accident" resulting from the ownership, maintenance or use of a covered "auto". However, the insurance afforded to such "insured": 1. Only applies to the extent permitted by law; and 2. If coverage provided to the "insured" is required by a contract or agreement, the insurance afforded to such "insured" will not be broader than that which you are required by contract or agreement to provide such "insured". B. SECTION II - COVERED AUTOS LIABILITY COVERAGE, B. Exclusions is amended to include: This insurance does not apply to: "Bodily injury" or "property damage" for which the Person(s) or Organization(s) shown in the Declarations or Schedule is obligated to pay damages by reason of the assumption of liability in a contract or agreement C. SECTION II — COVERED AUTOS LIABILITY COVERAGE, C. Limits Of Insurance is amended to include: The most we will pay on behalf of the "insured" shown in the Schedule is the amount of insurance: 1. Required by the contract or agreement you have entered into with the "insured"; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. MSES 14910 06 21 Page 1 of 1 © 2021 MSIG Holdings (U.S.A.), Inc. All rights reserved Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 408 of 1298 21SBMBA9FTH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD AMENDMENT OF OTHER INSURANCE CONDITION - PRIMARY OR PRIMARY AND NON-CONTRIBUTORY WHEN REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREEMENT This endorsement modifies insurance provided under the following: UMBRELLA LIABILITY SUPPLEMENTAL POLICY Except as otherwise stated in this endorsement, the terms and conditions of the Supplemental Policy apply. A. The following is added to Section C. WHO IS AN INSURED: Any person or organization with whom you agreed, because of a written contract, written agreement or because of a permit issued by a state or political subdivision, to provide insurance such as is afforded under this Supplemental Policy, but only with respect to your operations, "your work" or facilities owned or used by you. a. This provision does not apply: (1) Unless the written contract or written agreement has been executed, or the permit has been issued prior to the "bodily injury", "property damage", or "personal and advertising injury"; and (2) Unless the limits of liability specified in such written contract, written agreement or permit are greater than the limits shown for "underlying insurance"; or (3) Beyond the period of time required by the written contract or written agreement. b. In no event shall any coverage afforded to any such person or organization apply to any claim or "suit" to which "underlying insurance" does not apply. Coverage provided by this Supplemental Policy for any such additional insured will follow the provisions, exclusions and limitations of the "underlying insurance". B. Solely as with respect to the insurance afforded to any person or organization qualifying as an additional insured under Section A. above, Paragraph 7. Other Insurance in Section E. CONDITIONS is deleted and replaced by the following: 7. Other Insurance a. This Supplemental Policy shall apply in excess of all "underlying insurance" whether or not valid and collectible. It shall also apply in excess of other valid and collectible insurance (except other insurance purchased specifically to apply in excess of this insurance) which also applies to any loss for which insurance is provided by this Supplemental Policy. These excess provisions apply, whether such other insurance is stated to be: (1) Primary; (2) Contributing; (3) Excess; or (4) Contingent. b. However, the following provisions apply to other insurance available to any person or organization qualifying as an additional insured under Section C. WHO IS AN INSURED, as amended by Section A. of this endorsement and who is also an additional insured under the Business Liability Coverage scheduled in the "underlying insurance": (1) Primary Insurance When Required By Contract If you have agreed in a written contract, written agreement or permit to provide primary insurance to the additional insured, then, after the "underlying insurance" is exhausted, this insurance will be primary. If other insurance is also primary, we will share with all that other insurance by the method described in Paragraph c. below. Form SU 30 24 10 18 Page 1 of 2 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 409 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD (2) Primary And Non -Contributory To Other Insurance When Required By Contract If you have agreed in a written contract, written agreement, or permit to provide insurance to the additional insured that is primary and non-contributory, then, after the "underlying insurance" is exhausted, this insurance will be primary and we will not seek contribution from the additional insured's own insurance. Paragraphs (1) and (2) do not apply to other insurance on which the additional insured qualifies as an additional insured pursuant to the terms of that policy or has been added as an additional insured by endorsement. c. Method Of Sharing If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. C. Paragraph D.6. How Limits Apply To Additional Insured is deleted and replaced by the following: How Limits Apply To Additional Insureds a. If you have agreed in a written contract, written agreement or permit that another person or organization be added as an additional insured on the Business Liability Coverage scheduled in the "underlying insurance" and such person or organization also qualifies as an additional insured under this Supplemental Policy, the most we will pay on behalf of such insured is the lesser of: (1) The limits of insurance specified in the written contract, written agreement or permit, less any amounts payable by any "underlying insurance"; or (2) The Limits of Insurance shown in the Umbrella Liability Supplemental Policy Declarations. b. Such amount shall be a part of and not in addition to the Limits of Insurance shown in the Umbrella Liability Supplemental Policy Declarations and described in other provisions of this Section. Form SU 30 24 10 18 Page 2 of 2 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 410 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THE HARTFORD ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS POLICY NUMBER: 21 SBM BA9FTH This endorsement modifies insurance provided under the following: BUSINESS LIABILITY COVERAGE FORM Except as otherwise stated in this endorsement, the terms and conditions of the Policy apply. The following is added to Section C. WHO IS AN INSURED: Additional Insured — Owners, Lessees Or Contractors — Completed Operations a. The person(s) or organization(s) shown in the Schedule on the Declarations is also an additional insured, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" and at the location designated and described in the Location And Description Of Completed Operations Schedule in the Declarations performed for that additional insured and included in the "products -completed operations hazard". b. With respect to the insurance afforded to these additional insureds, this insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, editing of or failure to prepare or approve, shop drawings, maps, opinions, reports, surveys, change orders, field orders, designs, drawings, specifications, warnings, recommendations, permit applications, payment requests, manuals or instructions; (2) Supervisory, inspection, quality control, architectural, engineering or surveying activities or services; (3) Maintenance of job site safety, construction administration, construction contracting, construction management, computer consulting or design software development or programming service, or selection of a contractor or programming service; (4) Monitoring, sampling, or testing service necessary to perform any of the services included in (1), (2) or (3) above; (5) Supervision, hiring, employment, training or monitoring of others who are performing any of the services included in (1), (2) or (3) above; c. The insurance afforded to these additional insureds only applies to the extent permitted by law. d. If coverage provided to these additional insureds is required by a written contract, agreement or written permit issued by a state or governmental agency or subdivision or political subdivision, the insurance afforded to these additional insureds will not be broader than that which you are required by the contract, agreement or permit to provide for these additional insureds. Form SL 30 36 10 18 Page 1 of 1 Process Date: 10/01/2025 © 2018, The Hartford Policy Expiration Date: 11/10/2026 (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 411 of 1298 21 SBMBA9FTH THE HARTFORD coverages applicable to such claim or "suit". However, this paragraph does not apply to the Medical Expenses limit set forth in Paragraph 3. above. The Limits of Insurance of this Coverage Part apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. E. LIABILITY AND MEDICAL EXPENSES GENERAL CONDITIONS 1. Bankruptcy Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part. 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit a. Notice Of Occurrence Or Offense You or any additional insured under this Coverage Part must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. b. Notice Of Claim If a claim is made or "suit" is brought against any insured, you or any additional insured under this Coverage Part must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. You or any additional insured under this Coverage Part must see to it that we receive a written notice of the claim or "suit" as soon as practicable. c. Assistance And Cooperation Of The Insured You and any other involved insured must: (1) Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the claim or "suit"; (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investigation, settlement of the claim or defense against the "suit"; and (4) Assist us, upon our request, in the enforcement of any right against any person or organization that may be liable to the insured because of injury or damage to which this insurance may also apply. d. Obligations At The Insured's Own Cost No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without our consent. e. Additional Insured's Other Insurance If we cover a claim or "suit" under this Coverage Part that may also be covered by other insurance available to an additional insured under this Coverage Part, such additional insured must submit such claim or "suit" to the other insurer for defense and indemnity. However, this provision does not apply to the extent that you have agreed in a written contract, written agreement or permit that this insurance is primary and non-contributory with such additional insured's own insurance. f. Knowledge Of An Occurrence, Offense, Claim Or Suit Paragraphs a. and b. apply to you or to any additional insured under this Coverage Part only when such "occurrence", offense, claim or "suit" is known to: Form SL 00 00 10 18 Page 15 of 22 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 412 of 1298 THE HARTFORD (1) You or any additional insured under this Coverage Part that is an individual; (2) Any partner, if you or an additional insured under this Coverage Part is a partnership; (3) Any manager, if you or an additional insured under this Coverage Part is a limited liability company; (4) Any "executive officer" or insurance manager, if you or an additional insured under this Coverage Part is a corporation; (5) Any trustee, if you or an additional insured under this Coverage Part is a trust; or (6) Any elected or appointed official, if you or an additional insured under this Coverage Part is a political subdivision or public entity. This Paragraph f. applies separately to you and any additional insured under this Coverage Part. 3. Legal action Against Us No person or organization has a right under this Coverage Part: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or b. To sue us on this Coverage Part unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this insurance or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 4. Separation Of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Policy to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom a claim is made or "suit" is brought. 5. Representations a. When You Accept This Policy By accepting this Policy, you agree: (1) The statements in the Declarations are accurate and complete; (2) Those statements are based upon representations you made to us; and (3) We have issued this Policy in reliance upon your representations. b. Unintentional Failure To Disclose Hazards If unintentionally you should fail to disclose all hazards relating to the conduct of your business at the inception date of this Coverage Part, we shall not deny any coverage under this Coverage Part because of such failure. 6. Other Insurance If other valid and collectible insurance is available for a loss we cover under this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when b. below applies. If other insurance is also primary, we will share with all that other insurance by the method described in c. below. b. Excess Insurance This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis: (1) Your Work That is Fire, Extended Coverage, Builder's Risk, Installation Risk, Owner Controlled Insurance Program or OCIP, Contractor Controlled Insurance Program or CCIP, Wrap Up Insurance or similar coverage for "your work"; Form SL 00 00 10 18 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 16 of 22 Page 413 of 1298 THE HARTFORD (2) Premises Rented To You That is fire, lightning or explosion insurance for premises rented to you or temporarily occupied by you with permission of the owner; Tenant Liability That is insurance purchased by you to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (4) Aircraft, Auto Or Watercraft If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section B. Exclusions. Property Damage To Borrowed Equipment Or Use Of Elevators If the loss arises out of "property damage" to borrowed equipment or the use of elevators to the extent not subject to Exclusion k. of Section B. Exclusions. (6) When You Are Added As An Additional Insured To Other Insurance That is other insurance available to you covering liability for damages arising out of the premises or operations, or products and completed operations, for which you have been added as an additional insured by that insurance; or When You Add Others As An Additional Insured To This Insurance That is other insurance available to an additional insured. However, the following provisions apply to other insurance available to any person or organization who is an additional insured under this Coverage Part: (a) Primary Insurance When Required By Contract This insurance is primary if you have agreed in a written contract, written agreement or permit that this insurance be primary. If other insurance is also primary, we will share with all that other insurance by the method described in c. below. (b) Primary And Non -Contributory To Other Insurance When Required By Contract If you have agreed in a written contract, written agreement or permit that this insurance is primary and non-contributory with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other insurance. Paragraphs (a) and (b) do not apply to other insurance to which the additional insured has been added as an additional insured. When this insurance is excess, we will have no duty under this Coverage Part to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (2) The total of all deductible and self -insured amounts under all that other insurance. We will share the remaining loss, if any, with any other insurance that is not described in this Excess Insurance provision and was not bought specifically to apply in excess of the Limits of Insurance shown in the Declarations of this Coverage Part. c. Method Of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this approach, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. (3) (5) (7) Form SL 00 00 10 18 Page 17 of 22 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 414 of 1298 THE HARTFORD If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. 7. Transfer Of Rights Of Recovery Against Others To Us a. Transfer Of Rights Of Recovery If the insured has rights to recover all or part of any payment, including Supplementary Payments, we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. This condition does not apply to Medical Expenses Coverage. b. Waiver Of Rights Of Recovery (Waiver Of Subrogation) If the insured has waived any rights of recovery against any person or organization for all or part of any payment, including Supplementary Payments, we have made under this Coverage Part, we also waive that right, provided the insured waived their rights of recovery against such person or organization in a contract, agreement or permit that was executed prior to the injury or damage. F. LIABILITY AND MEDICAL EXPENSES DEFINITIONS 1. "Advertisement" means a notice that is broadcast or published to the general public or specific market segments about your goods, products or services for the purpose of attracting customers or supporters. For the purpose of this definition: a. Notices that are published include material placed on the Internet or on similar electronic means of communication; and b. Regarding web sites, only that part of a web site that is about your goods, products or services for the purpose of attracting customers or supporters is considered an advertisement. 2. "Advertising idea" means any idea for an "advertisement". 3. "Asbestos hazard" means an exposure or threat of exposure to the actual or alleged properties of asbestos and includes the mere presence of asbestos in any form. 4. "Auto" means: a. A land motor vehicle, trailer or semi -trailer designed for travel on public roads, including any attached machinery or equipment; or b. Any other land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance or motor vehicle registration law where it is licensed or principally garaged. However, "auto" does not include "mobile equipment". 5. "Bodily injury" means physical: a. Injury; b. Sickness; or c. Disease sustained by a person and, if arising out of the above, mental anguish or death at any time. 6. "Coverage territory" means: a. The United States of America (including its territories and possessions), Puerto Rico and Canada; b. International waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in a. above; c. All other parts of the world if the injury or damage arises out of: (1) Goods or products made or sold by you in the territory described in a. above; (2) The activities of a person whose home is in the territory described in a. above, but is away for a short time on your business; or Form SL 00 00 10 18 © 2018, The Hartford (May include copyrighted material of Insurance Services Office, Inc., with its permission) Page 18 of 22 Page 415 of 1298 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 02/18/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME' Cinda Groves O. E. Wilson Insurance, Inc. 4o r: Fr,l.(727) 535-0524 Fa,c Nol: (727) 536-9828 PO Box 1429 E-MAIL ADDRESS' Clnda@O@WIISOn.COm Largo, FL 33779 INSURER(S) AFFORDING COVERAGE NAIC # INSURED Life Extension Clinics,Inc. dba Life Scan Wellness Centers LS Wellness, PLLC 1011 N. MacDill Ave. Tampa, FL 33607 INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : Admiral Insurance Company 24856 COVERAGES CERTIFICATE NUMBERLIFEEXT2022 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERT4IN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUC-I PO_ICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXPin LIMITS LTR inj ,vn POLICY NUMBER (MM/DD/YYYYI (MM/DD/YYYYI COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER PRO- JECT POLICY OTHER AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRELLA LIAB LOC SCHEDULED AUTOS NON -OWNED AUTOS EXCESS LIAB DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE n OFFICER/MEMBER EXCLUDED? N / A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below OCCUR CLAIMS -MADE A Medical Professional Liability Retroactive Date: 5/31/2001 X E0000037691-09 EACH OCCURRENCE $ DAMAGE TO RENTED PRFMISFR (Fa nrrurrenral $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ COMBINED SINGLE LIMIT /Fa arridenfl BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE /Per acridentl EACH OCCURRENCE $ AGGREGATE $ PER OTH- STATIITF FR E L EACH ACCIDENT $ E L DISEASE EA EMPLOYEE $ E L DISEASE POLICY LIMIT $ 05/31/2025 05/31/2026 3,000,000 Aggregate 2,000,000 Each Claim DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Medical Professional Liability Additional Coverages: Sexual Abuse $1,000,000 Each Claim/$1,000,000 Aggregate Network Security & Data Privacy Liability $1,000,000 Each Claim/$1,000,000 Aggregate CERTIFICATE HOLDER CANCELLATION City of College Station Attn: Risk Management PO Box 9960 College Station, TX 77842 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1 � r <SMK> obroutot © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Page 416 of 1298 AWE CERTIFICATE OF LIABILITY INSURANCE Acct#: 3045444 DATE (MM/DD/YYYY) 02/18/2026 PRODUCER AON RISK SERVICES SOUTH, INC 3550 LENOX ROAD NORTHEAST, SUITE 1700 ATLANTA, GA 30326 INSURED Life Extension Clinics, Inc. dba Life Scan Wellness Centers, LS Wellness PLLC 1011 N MacDill Ave Tampa, FL 33607 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT NAME: PHONE (A/C No. Extl: E-MAIL ADDRESS: INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : 844-398-0470 certs@peoplease.com FAX (A/C, No): INSURER(S) AFFORDING COVERAGE NAIC # Indemnity Insurance Company of North America 43575 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER IMM/DD/YYYYI IMM/DD/YYYYI COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER POLICY PRO- JECT OTHER AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRELLA LIAB EXCESS LIAB SCHEDULED AUTOS NON -OWNED AUTOS OCCUR CLAIMS -MADE DED RETENT ON $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE A OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN NIA C74304655 01/01/2026 01/01/2027 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE X EL EL EL DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER City of College Station ATTN: Risk Management PO Box 9960 College Station TX 77842 CANCELLATION PER OTH- STATUTE ER EACH ACCIDENT DISEASE - EA EMPLOYEE DISEASE - POLICY LIMIT $ 1000000 $ 1000000 $ 1000000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2016 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 417 of 1298 March 26, 2026 Item No. 7.7. IDIQ CMT Pre -Qualified Firms List Sponsor: Jennifer Cain, Director Capital Projects, Melissa Thomas Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on the City's Indefinite Delivery/Indefinite Quantity (IDIQ) list, where identified firms are pre -qualified to provide on -call, as needed, professional services. A category for Construction Materials Testing is to be added to the list approved at the November 13, 2025 City Council meeting. Relationship to Strategic Goals: Core Services & Infrastructure Recommendation(s): Staff recommends approval. Summary: On February 12, 2026, the City of College Station received 10 Statements of Qualifications (SOQ) for professional services in response to the Request for Qualifications (RFQ) 26-039. The RFQ provided the interested firms with information necessary to prepare and submit their qualifications for Construction Materials Testing Services. The SOQs were reviewed by category specific committees consisting of staff members to determine the firms that would be added to the previously approved firms at the November 13, 2025 council meeting. Firms were selected based on the following criteria: • 40 Points: Firm's General Qualifications and Experience The extent to which the firm has available personnel with the necessary relevant background experience and training to perform each category of work. • 60 Points: Proposed Personnel, Relevant Experience, Technical Qualifications and Previous Performance Experience with similar projects, technical qualifications (including resumes) and previous performance with the City of College Station and/or surrounding areas. Staff recommends the approval of the following firms be added as prequalified firms for Construction Materials Testing Services: • CME Testing and Engineering, Inc • Dudley / Tri Star Drilling & Testing • Terracon Consultants, Inc. When the City identifies a need for construction materials testing services, the City will utilize the IDIQ prequalified firm list. City staff can utilize the firm's services on an on -call, as -needed basis for a period of 3 years and may be extended at the City's discretion. Page 418 of 1298 Budget & Financial Summary: N/A Attachments: 1. Pre -Qualified List 2025 IDIQ Memo Page 419 of 1298 Orff CITY OF COT T FGE STATION Home of Texas AeeMM University° Date: December 2, 2025 TO: Professional Services Providers From: Jennifer Cain, Director Capital Project Subject: RFQ 25-055 IDIQ for PROFESSIONAL SERVICES This Memo is written to identify the pre -qualified Professional Services Providers in each of the 22 categories listed in the City of College Station RFQ 25-055 IDIQ for Professional Services posted April 8, 2025. We thank you for your interest in working for the City of College Station by responding to our RFQ for Professional Services. The response was overwhelming, having received 73 Statements of Qualifications to review, for the 22 categories listed in the RFQ. We appreciate the patience you have shown us in the extra review time to evaluate all these responses. We wanted to make sure adequate time was spent reading the responses and providing a thorough review of the qualifications. We are pleased to inform you that you have been selected to be included on our pre -qualified list for future projects applicable to utilize this list. The purpose of this general RFQ was to provide a more efficient use of time and effort for both the city and the potential consultants in the process of selecting a qualified firm for a particular project. We have developed short lists of no more than 5 qualified firms for each category of work, listed below. The following is the list of pre -qualified firms that shall become effective from date of acceptance and approval by the City of College Station and shall remain in effect for a period of three (3) years. The City shall have the option to extend the effective dates of the list for up to two (2) additional one (1) year terms by serving written notice 30 days prior to the expiration of the list. Capital Projects P.O. BOX 9960 - 1101 TEXAS AVENUE • COLLEGE STATION • TEXAS • 77842 TEL. 979.764.3500 • FAX. 979.764.6377 cstx.gov/cip Page 420 of 1298 Page 421 of 1298 Page 422 of 1298 Page 423 of 1298 Orff CITY OF COT I FGE STATION Home of Texas AeeMM University° Our intent remains the same, to utilize the list of pre -qualified firms above and their written SOQ from this RFQ process as a guide to match firms to future projects. The detailed information provided in the SOQ's will be helpful in this regard. The City may reach out to a pre -qualified firm directly from the IDIQ pre -qualified firm list for specific services to be performed. We sincerely appreciate the time and effort put into this process and we look forward to possibly working with you on a future project. Please feel free to contact me if you have any questions or concerns. Sincerely, Jenifer Cain, CCM Director of Capital Projects and Facility Management j cain@cstx.gov Capital Projects P.O. BOX 9960 - 1101 TEXAS AVENUE • COLLEGE STATION • TEXAS • 77842 TEL. 979.764.3500 • FAX. 979.764.6377 cstx.gov/cip Page 424 of 1298 March 26, 2026 Item No. 7.8. James Parkway and Puryear Drive Rehabilitation - Scope Amendment Sponsor: Jennifer Cain, Director Capital Projects, Rusty Warncke Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on a change order with DCCM Infrastructure, Inc. for additional design services in the amount of $73,286.31 as part of the James Parkway and Puryear Drive Rehab Projects. Relationship to Strategic Goals: Core Services and Infrastructure Recommendation(s): Staff recommends approval. Summary: This amendment includes additional services needed in conjunction with the redesign of the Thomas Park waterline, updating the Kyle Avenue culvert design, revising design elements with Thomas Park, updating construction phase services, finalizing and incorporating Gilchrist Avenue sidewalk design, removing construction material testing, revising and finalizing the quantities and specification book, and coordinating with other design teams working on the rehabilitation of Francis Drive and the Mabel Clare Thomas Park Redevelopment projects. Budget & Financial Summary: Budget in the amount of $3,950,000 is included for this project in the Streets Capital Projects Fund. A total of $371,002 has been expended or encumbered to date, leaving a balance of $3,578,998 for this design contract and future costs. Attachments: 1. James and Puryear Design Contract Amendment Vendor Signed Page 425 of 1298 vp- C ry oi• CO3 L W'. SIM EO CONTRACT & AGREEMENT ROUTING FORM CONTRACT#: 21300275CO3 PROJECT #: BID/RFP/RFQ#: 21-024 Project Name / Contract Description: James Pkwy and Puryear Dr. Rehab Name of Contractor: DCCM - Binkley & Barfield Inc., CONTRACT TOTAL VALUE: $ 743,178.81 Grant Funded Yes Debarment Check Section 3 Plan Incl. NEW CONTRACT Yes Yes No No • • RENEWAL # N/A N/A ■ No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # 3 OTHER No • • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) This change is due to recent modification within Thomas Park DCCM will need to revise the Kyle culvert design, redesign the park waterline, adjust design elements within and around the park, update construction phase services, remove the lighting design and grant research tasks, incorporate the Gilchrist sidewalk into the plans, remove CMT from the scope, and provide additional coordination with the Francis and Thomas Park design teams. (If required) * CRC Approval Date*: n/a Council Approval Date*: 3/26/26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: n/a Performance Bond: n/a Payment Bond: n/a Info Tech: n/a SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO 14,1A, Q. (-cuSt LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER n/a MAYOR (if applicable) n/a CITY SECRETARY (if applicable) 9.12.23 UPDATED 3/2/2026 3/3/2026 3/3/2026 DATE DATE DATE DATE DATE DATE Page 426 of 1298 CHANGE ORDER NO. DATE: February 11, 2026 PO No. 21202631 PROJECT: James/ Puryear Rehabilitation Project Contract No. 21300275 RFP/BID/RFQ 21-024 OWNER: City of College Station PO Box 9960 College Station, Texas 77842 PURPOSE OF THIS CHANGE ORDER: CONTRACTOR: DCCM Formally Binkley & Barfield 1701 Southwest Pkwy. Ste 111 College Station, TX 77845 This change is due to recent modification within Thomas Park. DCCM will need to revise the Kyle culvert design, redesign the park waterline, adjust design elements within and around the park, update construction phase services, remove the lighting design and grant research tasks, incorporate the Gilchrist sidewalk into the plans, remove CMT from the scope, and provide additional coordination with the Francis and Thomas Park design teams. ITEM UNIT ORIGINAL REVISED NO UNIT DESCRIPTION PRICE QUANTITY QUANTITY 1 LS Total Charges and Credits incurred to ST2003 $56,972.04 0 1 2 LS Total Charges and Credits incurred to PK1901 $16,035.19 0 1 3 LS Total Charges and Credits incurred to WA2102 $139.54 0 1 4 LS Total Charges and Credits incurred to WW2102 $139.54 0 1 5 LS ADDED COST $56,972.04 $16,035.19 $139.54 $139.54 $0.00 TOTAL $73,286.31 THE NET AFFECT OF THIS CHANGE ORDER IS 11.33% INCREASE. LINE 1 (ST2003 41399971-6560) LINE 2 (PK1901 41389971-6560) LINE 3 (WA2102 WTWOC-6581) LINE 4 (WW2102 SCWOC-6590) TOTAL CHANGE ORDER ORIGINAL CONTRACT AMOUNT CHANGE ORDER NO. 1 CHANGE ORDER NO. 2 CHANGE ORDER NO. 3 REVISED CONTRACT AMOUNT ORIGINAL CONTRACT TIME Time Extension No. 1 Revised Contract Time $56,972.04 $16,035.19 $139.54 $139.54 73,286.31 $646,642.50 $0.00 $23,250.00 $73,286.31 $743,178.81 Days Days 0 Days 0.00% % CHANGE 3.60% 11.33% % CHANGE 14.93% % TOTAL CHANGE APPROVED f ratdotn, ('L bacti at tt, A/E CONTRACTOR jeus1-, idavt 1 PR^OJCT�MANAGER JAI 1l& DEPARTMENT DIRECTOR 2/26/2026 Date 2/26/2026 Date 3/2/2026 Date ASST CITY MGR - CFO ,jeL Q. k istt1!- CITY ATTORNEY CITY MANAGER 3/3/2026 Date 3/3/2026 Date Date Page 427 of 1298 February 18, 2026 Via: E-Mail Rusty Warncke Project Manager - City of College Station 300 Krenek Tap Road College Station, TX 77840 Re: Scope Amendment — James Parkway and Puryear Drive Rehabilitation Project Dear Rusty Warncke: DCCM Infrastructure, Inc. (DCCM) is pleased to submit this scope amendment to The City of College Station (City) for professional services in connection with the James Parkway and Puryear Drive Rehabilitation Project. Per City direction, we are proposing additional services to supplement DCCM's (formerly Binkley & Barfield, Inc. Consulting Engineers) Proposal for Professional Services dated March 5, 2021. It is our understanding that this amendment includes additional services associated with redesigning the park waterline, updating the Kyle Avenue culvert design, revising design elements within and adjacent to the park, updating construction phase services, removing the illumination design and grant research tasks, finalizing and incorporating the Gilchrist Avenue sidewalk design, removing the construction materials testing budget, revising and finalizing the quantities and specification book, and coordinating with the Francis and Thomas Park design teams. A. Services to be provided by DCCM: Redesigning the park waterline DCCM will relocate the proposed waterline within Thomas Park so that it runs beneath the proposed residential sidewalk along Puryear Drive. This adjustment is required based on the water department's preference to avoid boring through the park to preserve existing trees, as well as to eliminate conflicts with ongoing Thomas Park improvements. The work includes a full redesign of approximately 1,200 linear feet of 8-inch waterline. Updating the Kyle Avenue culvert design Updated flow conditions identified by the Thomas Park design project require modifications to the previously completed culvert design. DCCM will perform updated modeling, calculations, and design drawings based on the revised peak flow information provided by the Thomas Park design engineer. Revising design elements within and adjacent to the park To advance the 90% roadway plans to 100% following the transfer of the park design effort to another firm, DCCM will revise approximately 50 plan sheets to reflect the new park limits and remove or modify associated design elements. Revisions will affect the following sheets: 1701 Southwest Parkway, Suite 111, College Station, Texas 77840 I 979.703.1809 I TxEng F-257 I DCCM.c�nage 428 of 1298 Emil I-- Y" I7I Rusty Warncke February 18, 2026 Page 2 of 3 removal layouts, erosion control layouts, plan and profile sheets, cross -sections, utility layouts, and quantity summaries. Some sheets require substantial updates to address shifting boundaries - such as revising limits of removal, erosion controls, grading tie-ins, and quantities - while others require focused refinements to notes and callouts. These coordinated revisions are necessary to maintain plan consistency, constructability, and alignment with the updated park design. Updating construction phase services Since the construction phase services were originally scoped five years ago, we have updated the budget using current 2026 labor rates. We have also adjusted the anticipated construction coordination period from 12 to 18 months, with bi-weekly meetings assumed. The construction phase services budget increases from $27,740.00 to $61,008.00, resulting in a net change of $33,268.00. Removing the illumination design and grant research tasks Preliminary park lighting design is no longer required, as the updated Thomas Park project now incorporates all necessary lighting. This results in a credit of $8,175.00. Additionally, the architectural subconsultant's unused grant research task results in a credit of $2,835.69, bringing the total credit to $11,010.69. Finalizing and incorporating the Gilchrist Avenue sidewalk design The first scope amendment included schematic -level evaluation of sidewalk options along Gilchrist Avenue from Puryear Drive to Foster Avenue. The City has now directed us to complete the full design and integrate the selected option into the James/Puryear project. This effort will include tree preservation details, detailed sidewalk layout plans, and retaining wall design, as necessary. Removing the construction materials testing budget Construction materials testing will no longer be provided under this contract. This results in a credit of $44,005.00. Revising and finalizing the quantities and specification book The quantities and specification book submitted at the 90% design stage (June 27, 2022) must be updated to reflect current standards and revised project limits. The CMAR will prepare the OPCC and bid tabulation forms; therefore, DCCM's effort will focus on revisions for a 99% submittal and finalization following City review. Coordinating with the Francis and Thomas Park design teams DCCM will provide coordination efforts with the Francis Drive and Thomas Park design teams and the CMAR, including participation in up to ten coordination meetings. This includes ensuring compatibility between the roadway design and adjacent park designs, confirming 1701 Southwest Parkway, Suite 111, College Station, Texas 77840 I 979.703.1809 I TxEng F-257 I DCCM.c�nage 429 of 1298 Emil AA Y" I7I Rusty Warncke February 18, 2026 Page 3 of 3 appropriate plan references, and coordinating design elements along shared boundaries, while keeping the key components of the James and Puryear designs largely unchanged. B. Assumptions: • Updated survey services are not included within this scope. • Tree preservation efforts will be limited to impacts associated with roadway and sidewalk improvements only. Park -related tree preservation is excluded. • DCCM will proceed to a 99% design submittal, followed by one review cycle prior to finalization. • The PGL and roadway alignments will remain unchanged. C. Compensation: We propose to provide the specific services described above as follows: Redesigning the park waterline Updating Kyle Avenue culvert design Revising design elements within and adjacent to the park Updating construction phase services Removing the illumination design and grant research tasks Finalizing and incorporating the Gilchrist Avenue sidewalk design Removing the construction materials testing budget Revising and finalizing the quantities and specification book Coordinating with the Francis and Thomas Park designs Total (Hourly NTE) D. Additional Services: $20, 960.00 $10, 480.00 $23,976.00 $33,268.00 ($11,010.69) $21,904.00 ($44,005.00) $4,956.00 $12,758.00 $73,286.31 We have made our best effort to prepare a complete and thorough proposal for the successful delivery of this project. However, additional services may be required or requested that are not included in this amendment. If such services are identified, DCCM will submit a separate proposal for the City's approval prior to proceeding. Please contact us with any questions. Thank you for continuing to choose DCCM Infrastructure, Inc. We look forward to working with the City of College Station on this important project. Regards, DCCM Infrastructure, Inc. Brandon M. Boatcallie, P.E. Project Manager 1701 Southwest Parkway, Suite 111, College Station, Texas 77840 I 979.703.1809 I TxEng F-257 I DCCM.c�nage 430 of 1298 - - EVE DCCM Infrastructure, Inc. 2026 Billable Rates by Classification Classification Unit Billable Rate Principal Hour $394.00 Sr. Project Manager Hour $360.00 Project Manager Hour $317.00 Structural Engineer Hour $279.00 Construction Manager Hour $279.00 Sr. Project Engineer Hour $236.00 Project Engineer Hour $202.00 Field Engineer Hour $251.00 Electrical & Instrumentation Engineer Hour $236.00 Engineer Technician Hour $196.00 EIT II Hour $180.00 Graduate Engineer/EIT I Hour $159.00 Structural Inspector Hour $185.00 Construction Observer/Sr. Inspector III Hour $180.00 Construction Observer/Inspector II Hour $167.00 Construction Observer/Inspector I Hour $144.00 Sr. Designator Hour $152.00 Designator Hour $131.00 Sr. Utility Coordinator Hour $219.00 Utility Coordinator Hour $192.00 Production Manager Hour $294.00 Production Technician Hour $123.00 Sr. Electrical Designer Hour $206.00 Sr. CADD/Designer Hour $223.00 CADD/Designer Hour $177.00 CADD Technician Hour $146.00 GIS Manager Hour $234.00 GIS Analyst Hour $134.00 Sr. Clerical/Administrator/Document Specialist/Recordkeeper Hour $124.00 Clerical/Administrator Hour $114.00 3D Modeling Day $1,182.00 *These rates are subject to a Consumer Price Index (CPI) adjustment. Direct Expenses 1. Subconsultant, reproduction, delivery, and other associated expenses shall be reimbursed at cost plus 10%. 2. Mileage shall be reimbursed at the current federal rate as published by the IRS. INP RevieV259,16of 1298 James Puryearagppe Amendment Level of Redesigning the park waterline Waterline Plan and Profile Water Lateral Updating Kyle Avenue culvert design Culvert Layout Culvert Calculations Senior PM PE EIT I CADD # of $360.00 $202.00 $159.00 $146.00 Sheets 6 12 48 24 $15,720.0(1 3 2 4 16 8 $5,240.0U 1 Subtotal $20,960.00 Senior PM PE EIT I CADD # of $360 00 $202.00 $159.00 $146.00 Sheets 2 4 16 8 $5,240.06 1 2 4 16 8 $5,240.06 Subtotal $10,480.00 Senior PM PE EIT I CADD # of Revising design elements within and adjacent to the park $360.00 $202.00 $159.00 $146.00 Sheets Project Layout 1 4 $786.06 1 Typical Sections 1 2 4 $1,400.06 1 TCP Layout 2 4 8 $2,524.00 2 TCP Detour Plans 1 4 4 $1,580.0U 3 Removal Layouts 1 2 4 16 $3,736.06 4 Roadway P&P 1 2 8 16 $4,372.06 8 Sidewalk and Park Improvements 1 $146.06 4 Channel Grading Layouts 1 $146.06 4 Drainage Area Map 1 $146.06 2 H&H Calcs 1 $146.00 2 Kyle Culvert Drainage Calcs 1 $146.06 1 Drainage P&P 1 4 8 $2,164.0U 8 Kyle Culvert Layout 1 1 2 4 $1,464.0U 1 Drainage Details 1 $146.00 2 Utility Line Horizontal Alignment 1 2 1 $824.06 1 Sewer P&P 1 2 1 $824.06 2 SW3P Layouts 1 2 8 $1,846.0U 4 Review Standards to ensure they are current 1 4 4 $1,580.06 40 Subtotal $23,976.00 Senior PM PE EIT I CADD Updating construction phase services $360.00 $202.00 $159.00 $146.00 Pre Bid 4 $808.06 Pre Con 2 $404.06 Show Drawing Review 10 20 $5,200.06 RFIs 20 $4,040.0U Bi-Weekly Meetings 78 $28,080.06 Pay App Reviews 18 18 $10,116.06 TCP Coordination 6 6 $3,372.06 As Builts 8 20 20 $7,716.06 Mylar 8 $1,272.06 Original CPS fee ($27,740.00) Subtotal $33,268.00 Removing the illumination design and grant research tasks Remove Illumination ($8,175.00) Grant Research Refund ($2,835.69) Subtotal ($11,010.69) Senior PM PE EIT I CADD # of Finalizing and incorporating Gilchrist Ave sidewalk design $360 00 $202.00 $159.00 $146.00 Sheets Sidewalk Layouts 4 6 28 14 $9,148.06 1 Tree Protection 1 4 8 8 $3,608.06 1 Retaining Walls 4 6 28 14 $9,148.06 1 Subtotal $21,904.00 Removing the construction materials testing budget Remove Terracon CMT budget ($44,005.00) Subtotal ($44,005.00) Senior PM PE EIT I CADD Revising and finalizing the quantities and spec book $360.00 $202.00 $159.00 $146.00 Quantity revisions 4 $2,708.00 Spec book revisions 4 4 $2,248.00 Subtotal $4,956.00 Senior PM PE EIT I CADD Coordinating with Francis and Thomas Park designs $360.00 $202.00 $159.00 $146.00 Francis Drive / Thomas Park (Assume 5 meetings - 2 hours each) 10 10 $5,620.00 CMAR Meeting (4 meetings - Assume 10 hours total) 5 5 $2,810.00 RFIs / General Coordination 4 8 8 $4,328.00 Subtotal $12,758.00 Total $73,286.31 Page 432 of 1298 March 26, 2026 Item No. 7.9. Rock Prairie East Widening Design Amendment Sponsor: Jennifer Cain, Director Capital Projects, Raquel Gonzales Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on a change order with DCCM Infrastructure, Inc. in the amount of $92,406 for additional engineering design and project management services for the Rock Prairie Road East Widening Project. Relationship to Strategic Goals: Core Services & Infrastructure Recommendation(s): Staff recommends approval. Summary: The proposed design modification for the Rock Prairie East Widening Project is a strategic revision that secures significant financial savings and improves schedule stability. By shifting the northern curb line approximately 9 feet toward the baseline between STA 105+00 and 130+00, the City effectively eliminates the need to encroach upon four private properties and existing oil and gas easements. This adjustment avoids $174,000 in projected property acquisition costs and removes the requirement for a high -risk reimbursement agreement with Energy Transfer, which is estimated to be between $500,000 and $1,000,000. This change order addresses critical path schedule risks by removing dependencies on external timelines that fall outside the City's control. While the original alignment remains vulnerable to a land acquisition process that could last up to 2.5 years and a 1.5-year utility relocation phase, the design revision can be implemented immediately. Investing less than $100,000 in this modification prevents up to $1 million+ in external costs and helps the project remain on schedule by mitigating these potential delays, making it a highly advantageous alternative for the City. Budget & Financial Summary: Funds in the amount of $26,600,000 are currently budgeted for this project in the Streets Capital Improvement Projects Fund. A total of $1,697,760 has been expended or committed to date leaving a balance of $24,902,240 for this design contract and remaining project expenses Attachments: 1. Rock Prairie Road Widening Scope Amendment - Vendor Signed 2. Rock Prairie Road Widening Project Map Page 433 of 1298 CONTRACT & AGREEMENT ROUTING FORM Cm.Caijrur. Sr. i Ecs\ th.r �r ..uya E nr..rrrry CONTRACT#: 2300666CO2 PROJECT #: ST2303 BID/RFP/RFQ#: 23-039 Project Name / Contract Description: Rock Prairie East Widening (Town Lake to William D. Fitch) Name of Contractor: DCCM Infrastructure, Inc. CONTRACT TOTAL VALUE: $ 92,406 Debarment Check n Yes n No n N/A Section 3 Plan Incl. Yes No � N/A NEW CONTRACT n RENEWAL # Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # 2 OTHER No N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) To minimize project impacts, the City requests a scope amendment to update the 90% construction plans, supplementing the original design proposal dated June 27, 2023. Funds in the amount of $26,600,000 are currently budgeted for this project in the Streets Capital Improvement Projects Fund. A total of $1,697,760 has been expended or committed to date leaving a balance of $24,902,240 for this design contract and remaining project expenses (If required)* CRC Approval Date*: N/A Council Approval Date*: 3.26.26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: N/A Performance Bond: N/A Payment Bond: N/A Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL it,liuldUe (,all, 3 / 12 / 2 02 6 DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED DATE DATE DATE DATE DATE DATE Page 434 of 1298 CHANGE ORDER NO.2 DATE: 03/26/2026 Contract No.23300666 PO No. 23204683 PROJECT: Rock Prairie East Widening RFP/BID/RFQ 23-039 GINNER: A/E Contractor: OON rRAtTbR: City of College Station DCCM, Inc. P.O. Box 9960 1701 Southwest Parkway, Suite 104 College Station, Texas 77842 College Station, TX 77840 Ph:979.703.1602 PURPOSE OF THIS CHANGE ORDER: Following coordination with property owners and utility providers, the City has identified a redesign of the 2,500-linear-foot segment as the preferred alternative to avoid additional right-of-way acquisition and gas line relocation. To minimize project impacts, the City requests a scope amend grit to qpdate the 90% qpp,, trg0jonplans.sypplemep )np the original cJ ,,iyp prgpoJJ dated June 27, 2023. rrEtA UNIT ORIGINAL REVISED ADDED NO UNIT DESCRIPTION PRICE QUANTITY QUANTITY COST I LS 'Engineering Design) Plan Sheet Revisions (Lump sur '1.61) b 46174 $46,174.00 2 NTE Utility Coordination Support (Hourly) $1.00 0 20760 $20,760.00 3 LS Project Management (Lump sum) $1.00 0 25472 $25,472.00 TOTAL $92,406.00 iiiiiHia[hIIIIiIIIiieliIIIIIIIINNI:NIIIHIIIIIfHNI[hIIII6IiltIlNIhiIIIIN111111;II1111111010111I 9IIIIII11i1111111 111i1 1111)1111iiMO0011111111li11 11HI1111 111)1111111 111111l0lh li1111 AO THE MET AFrECT OF THIS CHANGE ORDER IS 8.61 % INCREASE i110 it lu;iiciiluIriliiri It110 it riirii�rriiii Ii11N Nr 17)11 111rio11a,luielitlimiiiliNuummiimilmiinmuirrimiO1111u11O111V,I1t11111uriuriNiNm 9�JJ,�I� )iJJ� �9� ,) �JJ,�I� 9)iJJ�>� IJJ�)9�JJ,�l� 9)i �r91 �11111111111uuuiuu1uui411111111111i11111111111111111111111111110111111Hui111 ST2303 - DESIGN acct # 41399971-6560 $92,406.00 TOTAL CHANGE ORDER 92,406.00 ORIGINAL CONTRACT AMOUNT CHANGE ORDER NO. 1 CHANGE ORDER NO. 2 REVISED CONTRACT AMOUNT $1,404,740.50 $28,590.00 $92,406.00 $1,525,736.50 ORIGINAL CONTRACT TIME 515 Days Time Extension No. 1 90 Days Time Extension No. 2 90 Days Revised Contract Time 695 Days oiiol llo11111111111111oroiili olio Ilion ooii 11110 111111111111t111111(i1111II I11r Ilion ooii oiiol llo11111111r.1111orroiiii olio Ilion 000[I000 00011001111ootioo11111o10 Ilion ooii oiio 000tN11111111o01 11111111 1111111r11r 1 Ir1111111111rr[ /1111111 (I11111 o11r INr111i11rbrrIJ1111111111L1111II1)11111111111Ir11111rt111t 2.04% % CHANGE 6.58% % CHANGE 8.61% % TOTAL CHANGE 11111111111:111111) r1IIIrEN11111:011110111r111Ir o11 m1111:mIr 1111111I111IIr1111011111a111r 1111E i r1111111111) r I111:111111111111111111i r31i11111 APPROVED �7V'GUn,dl,Dtt, A-. b6At7Gdf, 3/12/2026 A/E CONTRACTOR Date ASST CITY MGR - CFO Date 3/12/2026 PROJECT MANAGER Date CITY ATTORNEY Date .k t t I r 3/12/2026 DEPARTMENT DIRECTOR Date CITY MANAGER Date Page 435 of 1298 Summary to avoid encroaching Olden Properties and Energy Transfer Easement Proceeding with the proposed acquisition of the four (4) Olden properties will require an estimated $174,000 total investment, which includes $18,000 for updated appraisals, $150,000 for negotiated acquisition costs, and $6,000 in closing fees. The anticipated timeline is approximately 1 year if condemnation is not required, and up to 2.5 years if condemnation becomes necessary. An in-depth project review and relocation process of the Energy Transfer gas lines must be completed through a two-phase reimbursement agreement between Energy Transfer and the City of College Station. The process includes initial pre -payment for Phase One to allow Energy Transfer to conduct surveys, hydrovac, and engineering to identify conflicts. Following this review, Energy Transfer will provide relocation plans and a cost estimate. The City will then pre -pay Phase Two for the relocation work, with a final reconciliation invoice or refund issued after completion. Based on previous projects and a recent estimate from Enterprise Inc., relocation costs are expected to range between $500,000 and $1,000,000. The estimated timeline for design and construction is approximately 1.5 years. Design modifications include shifting the northern curb line approximately 9 feet toward the baseline from Stations 105+00 to 130+00. The shift would eliminate encroachment on the Olden properties and Energy Transfer easements. This realignment avoids timely and costly land acquisition and utility relocations. Page 436 of 1298 Iml &A Y - EVE February 19, 2026 Via: E-Mail Raquel Gonzales, PE Project Manager City of College Station Capital Projects 300 Krenek Tap Road College Station, TX 77840 Re: Proposal for Professional Services Rock Prairie Road East Widening Additional Services — ST2303 Scope Amendment #2 City of College Station Dear Raquel Gonzales, PE: DCCM Infrastructure, Inc. (DCCM) (previously Binkley & Barfield, Inc.) is pleased to submit this scope amendment to The City of College Station (City) for professional services associated with the Rock Prairie Road East Widening Project. The City has been coordinating with adjacent property owners and utility providers to secure the additional right-of-way needed for the project. Through this process, the City has determined that redesigning approximately 2,500 linear feet of roadway is preferred over pursuing additional right-of-way acquisition. As a result, the City has requested a proposal to modify the 90% design drawings to mitigate potential delays and expenses related to right-of-way constraints. It is our understanding that this amendment includes additional engineering design and project management services required to revise the 90% construction plans, supplementing the services described in the original Rock Prairie Road East Widening Project Proposal dated June 27, 2023. The purpose of this scope is to provide all necessary services to complete these revisions. A. Services to be provided by DCCM: Engineering Design and Project Management Services The engineering design effort for this scope amendment includes shifting the northern curb line approximately 9 feet toward the baseline from Stations 105+00 to 130+00 and updating all associated design calculations and drawings. These revisions impact 70 plan sheets and include modifications to the following: • Project Layout (1) • Typical Sections (1) • Quantity Summaries (4) • TCP Overviews and Layouts (10) • Removal Layouts (4) 1701 Southwest Parkway, Suite 111, College Station, Texas 77840 I 979.703.1809 I TxEng F-257 I DCCM.c�nage 437 of 1298 Emil 1I-- Ball "ITI Raquel Gonzales, PE February 19, 2026 Page 2 of 3 • Roadway P&P and Contour Layouts (10) • Intersection Layouts and Driveway Details (2) • Signing and Striping Layouts (4) • Drainage Area Maps, Calculations, P&P Sheets, Lateral Layouts, Culvert P&P, and Drainage Details (19) • Illumination Layouts (4) • Fiber Plans (4) • SW3P Layouts (4) • Tree Layouts (3) Additional engineering services include revising the Opinion of Probable Construction Costs, updating Bid Documents and Bid Tabs, and performing all associated QA/QC reviews. The City has also requested additional utility coordination support, as the previously authorized utility coordination budget (estimated at 60 hours) has been fully expended per the Proposal for Professional Engineering Services, Change Order No. 1, dated May 5, 2025. For estimating purposes, we have assumed 80 hours of additional support, consisting of 40 hours for the Project Manager and 40 hours for an EIT. Additional project management services include preparing and submitting a 95% design package, providing ongoing project management assistance throughout the right-of-way condemnation process (assumed duration: PM 2 hours/month for 12 months), and supporting the City through the final project walkthrough (final warranty walkthrough and summary / recommendations). B. Assumptions: • DCCM will proceed to a 95% design submittal, followed by one review cycle prior to finalization. • The PGL and roadway alignments will remain unchanged. C. Schedule: Upon receiving the Notice to Proceed (NTP) from the City, DCCM will provide the 95% design plans for review within 90 calendar days. D. Compensation: We propose to provide the specific services described above as follows: Engineering Design / Plan Sheet Revisions (Lump sum) $46,174.00 Utility Coordination Support (Hourly) $20,760.00 Project Management (Lump sum) $25,472.00 Total $92,406.00 1701 Southwest Parkway, Suite 111, College Station, Texas 77840 I 979.703.1809 I TxEng F-257 I DCCM.c�nage 438 of 1298 Emil III I -- Ball "ITI E. Additional Services: Raquel Gonzales, PE February 19, 2026 Page 3 of 3 We have made our best effort to prepare a complete and thorough proposal for the successful delivery of this project. However, additional services may be required or requested that are not included in this amendment. If such services are identified, DCCM will submit a separate proposal for the City's approval prior to proceeding. Please contact us with any questions. Thank you for continuing to choose DCCM Infrastructure, Inc. We look forward to working with the City of College Station on this important project. Regards, DCCM Infrastructure, Inc. Brandon M. Boatcallie, P.E. Project Manager 1701 Southwest Parkway, Suite 111, College Station, Texas 77840 I 979.703.1809 I TxEng F-257 I DCCM.cosnage 439 of 1298 Extents Bryan College Station 0 Project Location Streets Cii 1.31- CisiwrSI vr-iun lh..../l®Addl FMkwy YELLOW rc 1.3 •. �y EAST WID MKgRN 0 5001,000 2,000 3,000 Feet Page 440 of 1298 March 26, 2026 Item No. 7.10. 2026 Water & Wastewater Impact Fee Update Study Sponsor: Gary Mechler, Director of Water, Stephen Maldonado, Assistant Director of Water Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding a Professional Services Contract with Freese and Nichols, Inc. in the amount of $300,000 for the 2026 Water and Wastewater Impact Fee Update Study. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Financially Sustainable City Recommendation(s): Staff recommends approval. Summary: Water and Wastewater Impact Fees are one-time charges on new development that help fund infrastructure, such as water wells and wastewater treatment facilities, needed to accommodate growth. The City of College Station adopted system -wide water and wastewater impact fees in late 2016. To ensure the fees remain accurate and aligned with the City's growth, the underlying land use assumptions and capital improvement plans are updated every five years. The last comprehensive update was completed in 2021, and this contract will fund the 2026 study, which will update land use assumptions, define service areas, identify impact fee eligible capital improvements, and calculate the maximum allowable impact fees based on projected 10-year growth. Budget & Financial Summary: The cost of this study will be covered through the Water and Wastewater O&M Professional Services accounts, with expenses split evenly between Water and Wastewater at 50% each. Attachments: 1. Contract #26300314 Page 441 of 1298 CONTRACT & AGREEMENT ROUTING FORM Cm.Caijrur. Sr. i Ecs\ Ne.. �r..uya E nr..rrrry CONTRACT#: 26300314 PROJECT #: BID/RFP/RFQ#: 26-013 Project Name / Contract Description: 2026 Water and Wastewater Impact Fee Update Name of Contractor: Freese and Nichols, Inc CONTRACT TOTAL VALUE: $ 300,000.00 Debarment Check n Yes n No n N/A Section 3 Plan Incl. Yes No • N/A NEW CONTRACT n RENEWAL # Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # OTHER No N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) This study would be paid for using Water and Wastewater O&M Professional Services accounts (90WGENX-5304 and 95SGOPX-5304). 50% - Water, 50% Wastewater (If required)* CRC Approval Date*: N/A Council Approval Date*: 3/26/2026 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: WU Performance Bond: N/A Payment Bond: N/A Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO ,bu In Q . C1 AA SLt LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED 2/20/2026 2/20/2026 2/20/2026 DATE DATE DATE DATE DATE DATE Page 442 of 1298 CONSULTANT CONTRACT This Contract is by and between the City of College Station, a Texas Municipal Horne - Rule Corporation (the "City") and Freese and Nichols, Inc. , a Texas Corporation (the "Consultant"), whereby Consultant agrees to perform and the City agrees to pay for the work described herein. ARTICLE I SCOPE OF SERVICES 1.01 This Contract is for Water & Wastewater Impact Fee Update Study (the "Project"). The scope and details of the work to be provided to the City by Consultant are set forth in Exhibit "A" to this Contract and are incorporated as though fully set forth herein by reference. Consultant agrees to perform or cause the performance of all the work described in Exhibit "A." 1.02 Consultant agrees to perform the work described in Exhibit "A" hereto and the City agrees to pay Consultant a fee based on the rates set forth in Exhibit "B" to this Contract for the services performed by Consultant. The invoices shall be submitted to the City following the 15th day and the last day of each month. The payment terms are net payable within thirty (30) calendar days of the City's receipt of the invoice. Upon termination of this Contract, payments under this paragraph shall cease, provided, however, that Consultant shall be entitled to payments for work performed in accordance with this Contract before the date of termination and for which Consultant has not yet been paid. ARTICLE II PAYMENT 2.01 The total amount of payment, including reimbursements, by the City to Consultant for all services to be performed under this Contract may not, under any circumstances, exceed Three Hundred Thousound AND NO / 100 DOLLARS ($ 300,000.00 ). ARTICLE III CHANGE ORDERS 3.01 The City may from time to time request changes in the scope and focus of the activities, investigations, and studies conducted or to be conducted by Consultant pursuant to this Contract, provided, however, that any such change that in the opinion of Consultant, the City Manager, or the City's Project Manager varies significantly from the scope of the work set out herein and would entail an increase in cost or expense to the City shall be mutually agreed upon in advance in writing by Consultant and the City's Project Manager. (a) When the original Contract amount plus all change orders is $100,000 or less, the City Manager or his designee may approve the written change order provided the change order does not increase the total amount set forth in the Contract to more than $100,000. For such contracts, when a change order results in a total contract amount that exceeds $100,000, the City Council of the City must approve such change order prior to commencement of the services or work; and Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page I 1 Page 443 of 1298 (b) When the original contract amount plus all change orders is equal to or greater than $100,000, the City Manager or his designee may approve the written change order provided the change order does not exceed $50,000, and provided the sum of all change orders does not exceed 25% of the original contract amount. For such contracts, when a change order exceeds $50,000 or when the sum of all change orders exceeds 25% of the original contract amount, the City Council of the City must approve such change order prior to commencement of the services or work. Thereafter, any additional change orders exceeding $50,000 or any additional change orders totaling 25 percent following such council approval, must be approved by City Council; and (c) Any request by the Consultant for an increase in the Scope of Services and an increase in the amount listed in paragraph two of this Contract shall be made and approved by the City prior to the Consultant providing such services or the right to payment for such additional services shall be waived. If there is a dispute between the Consultant and the City respecting any service provided or to be provided hereunder by the Consultant, including a dispute as to whether such service is additional to the Scope of Services included in this Contract, the Consultant agrees to continue providing on a timely basis all services to be provided by the Consultant hereunder, including any service as to which there is a dispute. ARTICLE IV TIME OF PERFORMANCE 4.01 Except as provided in Article X herein below, the Consultant shall complete all of the work described in Exhibit "A" by the dates set forth below. 365 DAYS FROM NOTICE TO PROCEED OR- n4.01 Except as provided in Article X herein below, the term of this Contract shall be for one (1) year from the effective date of this Contract. Thereafter, upon the mutual consent of both parties, including budget approval by the City, this Contract may be renewed on an annual basis, under the same terms and conditions, for up to two (2) additional years (three (3) years total). If, for any reason, funds are not appropriated to continue the contract, the contract shall become null and void and shall terminate. 4.02 Time is of the essence of this Contract. The Consultant shall be prepared to provide the professional services in the most expedient and efficient manner possible in order to complete the work by the times specified. 4.03 Consultant promises to work closely with the City Manager or his designee (the "Project Manager") or other appropriate City officials. Consultant agrees to perform any and all Project - related tasks reasonably required of it by the City in order to fulfill the purposes of the work to be performed. The work of Consultant under this Contract may be authorized by the Project Manager in various phases as set forth in Exhibit "A." Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 1 2 Page 444 of 1298 ARTICLE V INDEPENDENT CONSULTANT 5.01 In all activities or services performed hereunder, the Consultant is an independent Consultant and not an agent or employee of the City. The Consultant, as an independent Consultant, shall be responsible for the final product contemplated under this Contract. Except for materials furnished by the City, the Consultant shall supply all materials, equipment and labor required for the execution of the work on the Project. The Consultant shall have ultimate control over the execution of the work under this Contract. The Consultant shall have the sole obligation to employ, direct, control, supervise, manage, discharge, and compensate all of its employees and subconsultants, and the City shall have no control of or supervision over the employees of the Consultant or any of the Consultant's subconsultants except to the limited extent provided for in this Contract. Consultant shall be liable for any misrepresentations. Any negotiations by the Consultant on the City's behalf are binding on the City only when within the scope of work contained herein and approved by the City. ARTICLE VI AUTHORIZATION 6.01 The City shall direct Consultant to commence work on the Project by sending Consultant a "letter of authorization" to begin work on the Project. 6.02 Upon receipt of the letter of authorization to begin work on the implementation of the Project, Consultant shall meet with the City for the purpose of determining the nature of the Project, including but not limited to the following: meeting with the City's staff to coordinate Project goals, schedules, and deadlines; coordinating data collection; briefing the City's management staff; documenting study assumptions and methodologies; devising the format for any interim reports and the final report to the City. 6.03 Consultant shall consult with the City and may in some limited circumstances, act as the City's representative, but it is understood and agreed by the parties that for all purposes related to this Contract, Consultant shall be an independent Consultant at all times and is not to be considered either an agent or an employee of the City. ARTICLE VII WARRANTY 7.01 As an experienced and qualified professional, Consultant warrants that the information provided by Consultant reflects high professional and industry standards, procedures, and performances. Approval or acceptance by the City of any of Consultant's work product under this Contract shall not constitute, or be deemed, a release of the responsibility and liability of Consultant, its employees, agents, or associates for the exercise of skill and diligence necessary to fulfill Consultant's responsibilities under this Contract. Nor shall the City's approval or acceptance be deemed to be the assumption of responsibility by the City for any defect or error in the work products prepared by Consultant, its employees, associates, agents, or subconsultants. 7.02 Consultant shall keep the City informed of the progress of the work and shall guard against any defects or deficiencies in its work. Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 1 3 Page 445 of 1298 7.03 Consultant shall be responsible for using due diligence to correct errors, deficiencies or unacceptable work product. Consultant shall, at no cost to the City, remedy any errors, deficiencies or any work product found unacceptable, in the City's sole discretion, as soon as possible, but no later than fifteen (15) calendar days after receiving notice of said errors, deficiencies, or unacceptable work product. 7.04 Any and all of Consultant's work product ("Work Product") hereunder shall be the exclusive property of the City. Upon completion or termination of this Contract, Consultant shall promptly deliver to the City all records, notes, data, memorandum, models, and equipment of any nature that are within Consultant's possession or control and that are the City's property or relate to the City or its business. 7.05 Consultant warrants to City that (i) Consultant has the full power and authority to enter into this Contract, (ii) Consultant has not previously assigned, transferred or otherwise encumbered the rights conveyed herein, (iii) Work Product is an original work of authorship created by Consultant's employees during the course of their employment by Consultant, and does not infringe on any copyright, patent, trademark, trade secret, contractual right, or any other proprietary right of any person or entity, (iv) Consultant has not published the Work Product (including any derivative works) or any portion thereof outside of the United States, and (v) to the best of the Consultant's knowledge, no other person or entity, except City, has any claim of any right, title, or interest in or to the Work Product. 7.06 Consultant shall not seek to invalidate, attack, or otherwise do anything either by act of omission or commission which might impair, violate, or infringe the title and rights assigned to City by Consultant in this Article VII of the Contract. ARTICLE VIII INDEMNIFICATION & RELEASE 8.01 INDEMNITY (a) To the fullest extent permitted by law, Consultant agrees to indemnify and hold harmless the City, its Council members, officials, officers , agents, employees, and volunteers (separately and collectively referred to in this paragraph as "Indemnitee") from and against all claims, damages, losses and expenses (including but not limited to attorney's fees) arising out of or resulting from any negligent act, error or omission, intentional tort or willful misconduct, intellectual property infringement or breach of contract including failure to pay a subconsultant, subconsultant, or supplier occurring in the course of performance of professional services pursuant to this Contract by Consultant, its employees, subconsultants, subconsultants, or others for whom Consultant may be legally liable ("Consultant Parties"), but only to the extent caused in whole or in part by the Consultant Parties. IF THE CLAIMS, ETC. ARE CAUSED IN PART BY CONSULTANT PARTIES, AND ALSO IN PART BY THE NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY OR ALL OF THE INDEMNITEES OR ANY OTHER THIRD PARTY, THEN CONSULTANT SHALL ONLY INDEMNIFY ON A COMPARATIVE BASIS, AND ONLY FOR THE Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 1 4 Page 446 of 1298 AMOUNT FOR WHICH CONSULTANT PARTIES ARE FOUND LIABLE AND NOT FOR ANY AMOUNT FOR WHICH ANY OR ALL INDEMNITEES OR OTHER THIRD PARTIES ARE LIABLE. (b) To the fullest extent permitted by law, Consultant agrees to defend the Indemnitees where the indemnifiable acts named in section 8.01 above occur outside the course of performance of professional services (i.e. non- professional services) and the claim is not based wholly or partly on the negligence of, fault of, or breach of contract by the governmental agency, the agency's agent, employee, or other entity over which the governmental agency exercises control, other than the Consultant or Consultant Parties. (c) It is mutually understood and agreed that the indemnification provided for in this section shall indefinitely survive any expiration, completion or termination of this Contract. (d) It is agreed with respect to any legal limitations now or hereafter in effect and affecting the validity or enforceability of the indemnification obligation under this section, such legal limitations are made a part of the indemnification obligation and shall operate to amend the indemnification obligation to the minimum extent necessary to bring the provision into conformity with the requirements of such limitations, and as so modified, the indemnification obligation shall continue in full force and effect. There shall be no additional indemnification other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. 8.02 Release. The Consultant releases, relinquishes, and discharges the City, its council members, officials, officers, agents, and employees from all claims, demands, and causes of action of every kind and character, including the cost of defense thereof, for any injury to, sickness or death of the Consultant or its employees and any loss of or damage to any property of the Consultant or its employees that is caused by or alleged to be caused by, arises out of, or is in connection with the Consultant's work to be performed hereunder. Both the City and the Consultant expressly intend that this release shall apply regardless of whether said claims, demands, and causes of action are covered, in whole or in part, by insurance and in the event of injury, sickness, death, loss, or damage suffered by the Consultant or its employees, but not otherwise, this release shall apply regardless of whether such loss, damage, injury, or death was caused in whole or in part by the City, any other party released hereunder, the Consultant, or any third party. There shall be no additional release or hold harmless provision other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. ARTICLE IX INSURANCE 9.01 General. The Consultant shall procure and maintain at its sole cost and expense for the duration of this Contract insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 15 Page 447 of 1298 Consultant, its agents, representatives, volunteers, employees or subconsultants. The policies, limits and endorsements required are as set forth below: During the term of this Contract all Consultant's insurance policies shall meet the minimum requirements of this section: 9.02 Types. Consultant shall have the following types of insurance: (a) Commercial General Liability. (b) Business Automobile Liability. (c) Workers' Compensation/Employer's Liability. (d) Professional Liability. 9.03 Certificates of Insurance. For each of these policies, the Consultant's insurance coverage shall be primary insurance with respect to the City, its officials, agents, employees and volunteers. Any self-insurance or insurance policies maintained by the City, its officials, agents, employees or volunteers, shall be considered in excess of the Consultant's insurance and shall not contribute to it. No term or provision of the indemnification provided by the Consultant to the City pursuant to this Contract shall be construed or interpreted as limiting or otherwise affecting the terms of the insurance coverage. All Certificates of Insurance and endorsements shall be furnished to the City's Representative at the time of execution of this Contract, attached hereto as Exhibit C, and approved by the City before any letter of authorization to commence project will issue or any work on the Project commences. 9.04 General Requirements Applicable to All Policies. The following General requirements applicable to all policies shall apply: (a) Only licensed insurance carriers authorized to do business in the State of Texas will be accepted. (b) Deductibles shall be named on the Certificate of Insurance. (c) "Claims made" policies will not be accepted, except for Professional Liability insurance. (d) Coverage shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) calendar days prior written notice has been given to the City of College Station. (e) The Certificates of Insurance shall be prepared and executed by the insurance company or its authorized agent on the most current State of Texas Department of Insurance -approved forms. 9.05 Commercial General Liability requirements. The following Commercial General Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current A. M. Best Key Rating Guide. (b) Minimum Limit of $1,000,000 per occurrence for bodily injury and property damage with a $2,000,000 annual aggregate. No coverage shall be excluded from the standard policy without notification of (c) Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 16 Page 448 of 1298 individual exclusions being attached for review and acceptance. (d) The coverage shall not exclude premises/operations; independent contracts, products/completed operations, contractual liability (insuring the indemnity provided herein), and where exposures exist, Explosion Collapse and Underground coverage. (e) The City shall be included as an additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. 9.06 Business Automobile Liability requirements. The following Business Automobile Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current. A. M. Best Key Rating Guide. (b) Minimum Combined Single Limit of $1,000,000 per occurrence for bodily injury and property damage. (c) The Business Auto Policy must show Symbol 1 in the Covered Autos portion of the liability section in Item 2 of the declarations page. (d) The coverage shall include owned autos, leased or rented autos, non -owned autos, any autos and hired autos. (e) The City shall be included as an additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. 9.07 Workers' Compensation/Employer's Liability Insurance requirements. The Workers' Compensation/Employer's Liability Insurance shall include the following terms: (a) Employer's Liability limits of $1,000,000 for each accident is required. (b) "Texas Waiver of Our Right to Recover From Others Endorsement, WC 42 03 04" shall be included in this policy. (c) Texas must appear in Item 3A of the Worker's Compensation coverage or Item 3C must contain the following: All States except those namedin Item 3A and the States of NV, ND, OH, WA, WV, and WY. 9.08 Professional Liability requirements. The following Professional Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current A.M. Best Key Rating Guide. (b) Minimum of $1,000,000 per claim and $2,000,000 aggregate, with a maximum deductible of $100,000.00. Financial statements shall be furnished to the City of College Station when requested. (c) Consultant must continuously maintain professional liability insurance with prior acts coverage for a minimum of two years after completion of the Project or termination of this Contract, as may be amended, whichever occurs later. Coverage under any renewal policy form shall include a retroactive date that precedes the earlier of the effective date of this Contract or the first performance of services for the Project. The purchase of an extended discovery period or an extended reporting Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 7 Page 449 of 1298 period on this policy will not be sufficient to comply with the obligations hereunder. (d) Retroactive date must be shown on certificate. ARTICLE X TERMINATION 10.01 At any time, the City may terminate the Project for convenience, in writing. At such time, the City shall notify Consultant, in writing, who shall cease work immediately. Consultant shall be compensated for the services performed. In the event that the City terminates this Contract for convenience, the City shall pay Consultant for the services properly performed and expenses incurred prior to the date of termination. 10.02 No term or provision of this Contract shall be construed to relieve the Consultant of liability to the City for damages sustained by the City or because of any breach of contract by the Consultant. The City may withhold payments to the Consultant for the purpose of setoff until the exact amount of damages due the City from the Consultant is determined and paid. ARTICLE XI MISCELLANEOUS TERMS 11.01 This Contract has been made under and shall be governed by the laws of the State of Texas. The parties agree that performance and all matters related thereto shall be in Brazos County, Texas. 11.02 Notices shall be mailed to the addresses designated herein or as may be designated in writing by the parties from time to time and shall be deemed received when sent postage prepaid U.S. Mail to the following addresses: CITY: CONSULTANT: City of College Station Attn: Ramiro Martinez P.O. Box 9960 College Station, Texas 77842 Freese and Nichols Inc. Attn: Ishita Rahman, PE 11200 Broadway, Str. Ste232' Pearland, TX 77584 11.03 Consultant, its employees, associates or subconsultants shall perform all the work hereunder. Consultant agrees that all of its associates, employees, or subconsultants who work on this Project shall be fully qualified and competent to do the work described hereunder. Consultant shall undertake the work and complete it in a timely manner. 11.04 The Consultant shall comply with all applicable federal, state, and local statutes, regulations, ordinances, and other laws, including but not limited to the Immigration Reform and Control Act (IRCA). The Consultant may not knowingly obtain the labor or services of an undocumented worker. The Consultant, not the City, must verify eligibility for employment as required by IRCA. Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 1 8 Page 450 of 1298 11.05 No action or failure to act by the City shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. No waiver of any provision of the Contract shall be of any force or effect, unless such waiver is in writing, expressly stating to be a waiver of a specified provision of the Contract and is signed by the party to be bound thereby. In addition, no waiver by either party hereto of any term or condition of this Contract shall be deemed or construed to be a waiver of any other term or condition or subsequent waiver of the same term or condition and shall not in any way limit or waive that parry's right thereafter to enforce or compel strict compliance with the Contract or any portion or provision or right under the Contract. 11.06 This Contract and all rights and obligations contained herein may not be assigned by Consultant without the prior written approval of the City. 11.07 Invalidity. If any provision of this Contract shall be held to be invalid, illegal or unenforceable by a court or other tribunal of competent jurisdiction, the validity, legality, and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. The parties shall use their best efforts to replace the respective provision or provisions of this Contract with legal terms and conditions approximating the original intent of the parties. 11.08 Prioritization. Contractor and City agree that City is a political subdivision of the State of Texas and is thus subject to certain laws. Because of this there may be documents or portions thereof added by Contractor to this Contract as exhibits that conflict with such laws, or that conflict with the terms and conditions herein excluding the additions by Contractor. In either case, the applicable law or the applicable provision of this Contract excluding such conflicting addition by Contractor shall prevail. The parties understand this section comprises part of this Contract without necessity of additional consideration. 11.09 This Contract represents the entire and integrated Contract between the City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. This Contract may only be amended by written instrument approved and executed by the parties. 11.10 The parties acknowledge that they have read, understood, and intend to be bound by the terms and conditions of this Contract. 11.11 This Contract goes into effect when duly approved by all parties hereto.. 11.12 Notice of Indemnification. City and Consultant hereby acknowledge and agree this Contract contains certain indemnification obligations and covenants. 11.13 Verification No Boycott. To the extent applicable, this Contract is subject to the following: (a) Boycott Israel. If this Contract is for goods and services subject to § 2270.002 Texas Government Code, Consultant verifies that it i) does not boycott Israel; and ii) will not boycott Israel during the term of this Contract; Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 9 Page 451 of 1298 (b) Boycott Firearms. If this Contract is for goods and services subject to § 2274.002 Texas Government Code, Consultant verifies that it i) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and ii) will not discriminate during the term of the contract against a firearm entity or firearm trade association; and Bovcott Enerav Comnanies. Subject to § 2274.002 Texas Government Code Consultant herein verifies that it i) does not boycott energy companies; and ii) will not boycott energy companies during the term of this Contract. 11.14 Fraud Reporting. To reduce the risk of fraud and to protect the Contractor's financial information from fraud, the Contractor must report to the City in writing at VendorInvoiceEntrvncstx.aov if the Contractor reasonably suspects or knows if any of their financial information has been subject to fraudulent activity or suspected fraudulent activity. (c) Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 10 Page 452 of 1298 List of Exhibits A. Scope of Services B. Payment Schedule C. Certificates of Insurance FREESE AND NICHOLS, INC CITY OF COLLEGE STATION By: Cb01 C6de-rb8- By: Printed Name:cody cockroft City Manager Title: vice President Date: Date:2/20/2026 APPROVED: ,ibu,IA, a. USW- City Attorney Date: 2/20/2026 Assistant City Manager/CFO Date: 2/20/2026 Contract No. 26300314 Professional Services -Consultant Form 4-20-23 Page 1 I Page 453 of 1298 Exhibit A Scope of Services Contract No. 26300314 Professional Services -Consultant Form 04-20-2023 Page 454 of 1298 City of College Station Scope for Water and Wastewater Impact Fee Update 1/7/2026 ATTACHMENT A City of College Station Professional Services for Water and Wastewater Impact Fee Update Scope of Services CITY OF COLLEGE STATION Home of Texas AdM University' Project Understanding: Freese and Nichols, Inc. (FNI) will conduct a Water and Wastewater Impact Fee Update (Project) for the City of College Station. The City's Water and Wastewater Impact Fees were last updated in 2021. This Scope of Work will address the requirements, as per Chapter 395 of the Texas Local Government Code for the update of water and wastewater impact fees. Key study elements include the development of impact fee eligible capital improvement plans and associated CIP costs, the calculation of the maximum allowable impact fee per service unit, and the completion of the public processes for updating impact fees. FNI will utilize the growth projections, water and wastewater hydraulic models, and CIPs developed as part of the City's ongoing Water and Wastewater Master Plans during the development of impact fee eligible land use assumptions and impact fee eligible water and wastewater CIPs. This scope of work does not include preparation of a conservation and reuse credit policy, as required by TLGC 395.0231. Public processes facilitated through an Impact Fee Advisory Committee (IFAC) will assist to guide the preparation of the land use assumptions and capital improvement plans as well as provide recommendations to the City Council on impact fee collection rates. A public hearing process will conclude the study and update of impact fees in College Station. It is FNI's understanding that the City will complete the required financial audit within the timeline required by TLGC Chapter 395. The project tasks are broken down in Table 1: Table 1: Water and Wastewater Impact Fee Update Task Task Description Basic Services A Project Management and Data Collection B Water and Wastewater Impact Fee Analysis C Impact Fee Documentation D Impact Fee Public Meetings and Presentations E Special Services BASIC SERVICES: Freese and Nichols, Inc. (FNI) shall render the following professional services to the City of College Station (CITY) in connection with the development of the Project, described as: Water and Wastewater Impact Fee Update. 1 Page 455 of 1298 City of College Station Scope for Water and Wastewater Impact Fee Update 1/7/2026 TASK A: PROJECT MANAGEMENT AND DATA COLLECTION CITY OF COLLEGE STATION Home of Texas AdM University' A1. Project Kickoff Meeting FNI will conduct a meeting with the City of College Station (City) staff to review scope and schedule of the project and critical project milestones. FNI will provide and review a data request memorandum identifying data needs. FNI will also develop a detailed schedule for the public hearing process based on the requirements of Chapter 395. This meeting will be virtual. A2. Project Management and Communication Throughout the project, monthly status reports will be submitted that summarize the progress and document upcoming tasks. The monthly status updates will outline any upcoming key decisions which require input from or discussion with the City. A3. Data Collection and Review FNI will coordinate with City staff on obtaining data required for the project, including cost information for ongoing/recently completed water and wastewater improvements, latest water meter billing data, latest historical water production and wastewater treatment plant effluent flow data, information on annual consolidated financial report, current cash and debt financing, applicable credits associated with utility service and ad valorem revenues, current outstanding debt amortization schedules associated with each existing debt financed project, and financing method for all existing and future projects. TASK B: WATER AND WASTEWATER IMPACT FEE ANALYSIS B1. Define Impact Fee Service Area and Develop Impact Fee Land Use Assumptions and Service Unit Projections FNI will review and update the water and wastewater impact fee service areas as needed based on a review of CCN boundaries and discussions with City staff. FNI will develop land use assumptions in accordance with Chapter 395, which requires a "description of the service area(s) and projections of changes in land use, densities, intensities, and population in the service area over at least a ten-year period." FNI will utilize the land use assumptions and living unit equivalent (LUE) projections developed during the 2025 Water and Wastewater Master Plan project to develop the existing and 10-year service unit and population projections for this study. FNI will review reserved capacity in the system and will consider that during the impact fee analysis. B2. Identify Existing and Future Water and Wastewater Improvements Eligible for Impact Fees FNI will utilize City -provided list of ongoing and recently completed projects with project details (size, capacity, extent, GIS shapefiles etc.) and City's total cost for those projects (including design, construction, and land acquisition). Ongoing and recently completed projects will be analyzed for remaining capacity for impact fee cost recovery based on the projected 10-year growth in water demand and wastewater flow. FNI will utilize the City's existing water and wastewater hydraulic models updated during the 2025 Water and Wastewater Master Plan during this process. FNI will identify the 10-year impact fee eligible water and wastewater CIP projects from the 2025 Water and Wastewater Master Plan project. The impact fee eligible projects will be identified based on the growth projections developed as part of Task B1 and utilizing the hydraulic models, 2 Page 456 of 1298 City of College Station Scope for Water and Wastewater Impact Fee Update 1/7/2026 (.1' CITY OF COLLEGE STATION Home of Texas AdM University' as needed. Project extents, opinion of probable construction costs (OPCCs), and prioritization will be based on the 2025 Water and Wastewater Master Plan project. Large scale city-wide maps will be produced showing proposed impact fee eligible project locations. One (1) capital improvement plan scenario is included as part of this scope. Revisions or additional scenarios will be at additional cost. B3. Progress Meeting: Review Impact Fee Service Areas, Service Units, and CIP FNI will meet with City staff to review the water and wastewater impact fee service areas, projected land use and service units, and the existing and proposed water and wastewater system improvements identified to be included in the impact fee analysis. This will be a virtual meeting. B4. Conduct Water and Wastewater Impact Fee Capacity Analysis FNI will calculate the portion of the water and wastewater capital projects' costs eligible for impact fee cost recovery based on the portion of the project's capacity required to serve growth in the 10-year planning period. FNI will coordinate with the City Finance Department to determine appropriate assumptions for debt service financing. B5. Calculate Maximum Allowable Impact Fees FNI will develop maximum allowable water and wastewater impact fees in accordance with Chapter 395 of the TLGC. FNI will perform an analysis to determine the credit based on utility service revenue that should be included in the calculation to determine the maximum allowable water and wastewater impact fees. During this process, FNI will utilize city -provided information on annual consolidated financial report, current cash and debt financing, interest earnings, and applicable credits associated with utility service revenues. To perform the credit analysis, FNI will require the City to identify the financing method for all existing and future projects and provide current outstanding debt amortization schedules associated with each existing debt financed project. The credit analysis will establish the maximum ceiling for impact fees by infrastructure and service area type. FNI will conduct up to two (2) virtual meetings with the City's finance department for this task. B6. Progress Meeting: Review Water and Wastewater Impact Fee Calculation FNI will meet with City staff to review the maximum allowable water and wastewater impact fee calculations. This meeting will be a virtual meeting. FNI will address comments from City staff and make revisions, as necessary. TASK C: IMPACT FEE DOCUMENTATION Cl. Benchmark Water and Wastewater Impact Fees FNI will work with the City to select up to 8 benchmark cities and obtain their latest water and wastewater impact fees to compare with the calculated maximum allowable College Station impact fees. Graphs will be prepared based on the base meter size only. 3 Page 457 of 1298 City of College Station Scope for Water and Wastewater Impact Fee Update 1/7/2026 CITY OF COLLEGE STATION Home of Texas AdM University' C2. Develop Draft Water and Wastewater Impact Fee Update Report FNI will prepare a Draft Water and Wastewater Impact Fee Update Report showing land use assumptions, water and wastewater impact fee eligible capital improvement costs, and maximum allowable water and wastewater impact fees. An electronic PDF copy will be delivered to City staff for review. FNI will incorporate City staff comments. C3. Progress Meeting: Review Draft Water and Wastewater Impact Fee Update Report FNI will meet with City staff to review comments on the Draft Water and Wastewater Impact Fee Update Report. C4. Finalize Water and Wastewater Impact Fee Update Report FNI will prepare a final Water and Wastewater Impact Fee Update Report and deliver one (1) electronic PDF copy to the City. The final report shall be sealed by a licensed engineer from the State of Texas. TASK D: IMPACT FEE PUBLIC MEETINGS AND PRESENTATIONS As part of this task, FNI will support City Staff with identifying meeting needs (sample agenda language, required action and meeting materials) with the Impact Fee Advisory Committee (IFAC) and City Council. FNI will also assist the City with IFAC appointment requirements and provide sample resolution language for staff use in preparation of public resolutions. D1. Conduct Impact Fee 101 Presentations FNI will conduct up to two (2) Water and Wastewater Impact Fee 101 presentations to IFAC and/or City Council. D2. Progress Meetings: Review Public Meeting Presentations FNI will hold up to two (2) progress meetings with the City to review IFAC, City Council, and stakeholder meeting presentations. D3. Presentation to IFAC FNI will deliver one (1) presentation on the results of the water and wastewater impact fee analysis to the IFAC. D4. Public Hearing on Land Use Assumptions, CIPs, and Impact Fee Calculations FNI will assist the City in preparing the presentation material for the public hearing. FNI will attend one public hearing on impact fees and be available to answer questions. Costs associated with public hearings notices are not included in the FNI budget. TASK E: SPECIAL SERVICES This task includes additional services that may be authorized by the City in support of Tasks A-D. Special services would be authorized on an as -needed basis by College Station staff. Special services may include some, but not all of the following: • Additional Progress Meetings with City Staff • Additional Council, IFAC, or Stakeholder engagement 4 Page 458 of 1298 City of College Station Scope for Water and Wastewater Impact Fee Update 1/7/2026 CITY OF COLLEGE STATION Home of Texas AdM University' • Coordination required for the financial audit • Provide guidance for developing policy to provide conservation and reuse credits for water and wastewater impact fees Summary of Deliverables • Draft Water and Wastewater Impact Fee Update Report • Final Water and Wastewater Impact Fee Update Report Summary of Meetings and Presentations • Project Kickoff Meeting • Progress Meeting: Review Impact Fee Service Areas, Service Units, and CIP • Progress Meeting: Review Water and Wastewater Impact Fee Calculation • Progress Meeting: Review Draft Water and Wastewater Impact Fee Update Report • Progress Meetings (2): Review Public Meeting Presentations • Two (2) Meetings with Finance Department • Two (2) Impact Fee 101 Presentations • One (1) Presentation to IFAC • One (1) Public Hearing on Land Use Assumptions, CIP, and Impact Fee Calculations Proiect Schedule • Receipt of Requested Data from City — 30 days after request • Water and Wastewater Impact Fee Analysis — 60 days after City approval of Water and Wastewater CIPs from 2025 Water and Wastewater Master Plan • Draft Water and Wastewater Impact Fee Update Report — 30 days from completion of Water and Wastewater Impact Fee Analysis • Final Water and Wastewater Impact Fee Update Report —within 15 days of receiving City comments If FNI's services are delayed through no fault of FNI, FNI shall be entitled to adjust contract schedule consistent with the number of days of delay. These delays may include but are not limited to delays in Client or regulatory reviews, delays on the flow of information to be provided to FNI, governmental approvals, etc. These delays may result in an adjustment to compensation as outlined on the face of this Agreement and in the attached Attachment CO. Summary of Fee for Services FNI proposes to furnish the services as described in this Scope of Services for Water and Wastewater Impact Fee Update for a total fee of $300,000 per the breakdown and fee type shown in Table 2. This total contract amount includes $270,000 of lump sum basic services and a not -to -exceed $30,000 allowance for limited special services tasks that may be authorized by the City. FNI's compensation for special services shall be computed on the basis of the schedule of charges in the attached Attachment CO. 5 Page 459 of 1298 Exhibit B Payment Terms SELECT ONE: Compensation is based on actual hours of work/time devoted to providing the described professional services. The Consultant will be paid at a rate of $ SEE ATTACHED per hour, or at the rates per service or employee shown below. The City will reimburse the Consultant for actual, non -salary expenses at the rate of SEE ATTACHED percent (0 %) above the Consultant's actual costs, or at the rates set forth below. Unless amended by a duly authorized written change order, the total payment for all invoices on this job, including both salary and non - salary expenses, shall not exceed the amount set forth in paragraph 2.01 of this Contract ($ 300,000.00 1. flThe Consultant must submit monthly invoices to the City, accompanied by an explanation of charges, professional fees, services, and expenses. The City will pay such invoices according to its normal payment procedures. -OR- 7 Payment is a fixed fee in the amount listed in Article II of this Contract. This amount shall be payable by the City pursuant to the schedule listed below and upon completion of the services and written acceptance by the City. The Consultant may submit monthly invoices to the City, accompanied by an explanation of charges, professional fees, services, and expenses. The City will pay such invoices according to its normal payment procedures. Schedule of Payment for each phase: Contract No. 26300314 Professional Services -Consultant Form 04-20-2023 Page 460 of 1298 City of College Station Scope for Water and Wastewater Impact Fee Update 1/7/2026 Table 2: Breakdown of Basic and Special Services Fee by Task Task Task Description A Project Management, Data Collection, and Coordination B Water and Wastewater Impact Fee Analysis C Impact Fee Documentation D Impact Fee Public Meetings and Presentations CITY OF COLLEGE STATION Home of Texas AdM University' Fee Fee Type $28,000 $142,500 $30,000 $69,500 Lump Sum TOTAL TASKS A - D $270,0 E Special Services $30,000 CPM TOTAL PROJECT FEE (TASKS A — E) $300,000 6 Page 461 of 1298 COMPENSATION Hourly Rate Position Min Max Professional 1 101 194 Professional 2 118 201 Professional 3 145 308 Professional 4 159 370 Professional 5 211 383 Professional 6 239 449 Construction Manager 1 111 170 Construction Manager 2 125 204 Construction Manager 3 163 211 Construction Manager 4 173 263 Construction Manager 5 211 321 Construction Manager 6 283 383 Construction Representative 1 90 111 Construction Representative 2 101 128 Construction Representative 3 107 194 Construction Representative 4 138 204 CAD Technician/Designer 1 73 132 CAD Technician/Designer 2 104 207 CAD Technician/Designer 3 138 245 Corporate Project Support 1 76 170 Corporate Project Support 2 83 249 Corporate Project Support 3 104 359 Intern / Coop 56 101 Rates for In -House Services and Eauipment Mileage Bulk Printing and Reproduction Standard IRS Rates B&W Small Format (per copy) Technology Charge Large Format (per sq. ft.) $8.50 per hour Bond Glossy / Mylar Vinyl / Adhesive Mounting (per sq. ft.) Binding (per binding) ATTACHMENT CO Eauioment Color Valve Crew Vehicle (hour) $0.10 $0.25 Pressure Data Logger (each) Water Quality Meter (per day) $0.25 $0.75 Microscope (each) $0.75 $1.25 Ultrasonic Thickness Guage (per day) $1.50 $2.00 Coating Inspection Kit (per day) Flushing / Cfactor (each) $2.00 Backpack Electrofisher (each) $0.25 Drone (per day) GPS (per day) $75 $500 $100 $150 $275 $275 $500 $1,000 Survey Grade Standard $200 $100 $150 $50 OTHER DIRECT EXPENSES: Other direct expenses are reimbursed at actual cost times a multiplier of 1.10. They include outside printing and reproduction expense, communication expense, travel, transportation and subsistence away from the FNI office. For other miscellaneous expenses directly related to the work, including costs of laboratory analysis, test, and other work required to be done by independent persons other than staff members, these services will be billed at a cost times a multipler of 1.10. For Resident Representative services performed by non-FNI employees and CAD services performed In- house by non-FNI employees where FNI provides workspace and equipment to perform such services, these services will be billed at cost times a multiplier of 2.0. This markup approximates the cost to FNI if an FNI employee was performing the same or similar services. These ranges and/or rates will be adjusted annually in February. Last updated 2025. 345022025 Page 462 of 1298 Exhibit C Certificates of Insurance Contract No. 26300314 Professional Services -Consultant Form 04-20-2023 Page 463 of 1298 ACORL FREEAND-02 SMAY CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 1/13/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Ames & Gough 8300 Greensboro Drive Suite 980 McLean, VA 22102 INSURED Freese and Nichols, Inc. 801 Cherry Street, Suite 2800 Fort Worth, TX 76102 CONTACT NAME: PHONE (A/C, No, Ext): (703) 827-2277 ADDRE E-MAIL SS: admin@amesgough.com FAX (A/C, No): (703) 827-2279 INSURER(S) AFFORDING COVERAGE INSURER A : National Fire Insurance Company of Hartford A(XV) INSURER B : Valley Forcle Insurance Company A(XV) I INSURER C : Continental Insurance Company A+ (XV) I INSURER D : Travelers Casualty and Surety Company A++. XV I INSURER E : I INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: NAIC # 20478 20508 35289 19038 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH »OLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DD/YYYY) IMM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR X Contractual Liab. GEN'L AGGREGATE LIMIT APPLIES PER POLICY X PRO- JECT OTHER B AUTOMOBILE LIABILITY X ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY LOC SCHEDULED AUTOS NON -OWNED AUTOS ONLY C X UMBRELLA LIAB X EXCESS LIAB DED I X I RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under ppSCRIPVON OFJW' ,RATIONS below D Professional Liab. OCCUR CLAIMS -MADE 10,000 Y/N N/A 7063394194 EACH OCCURRENCE 10/23/2025 10/23/2026 I DAMAGES (RENTED PREMISES (Ea occurrence) 7063394177 10/23/2025 7063394180 7063394213 107930947 IMED EXP (Anv one person) I PERSONAL & ADV INJURY I GENERAL AGGREGATE I PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) 10/23/2026 I BODILY INJURY (Per person) I BODILY INJURY (Per accident) IPROPERTY DAMAGE (Per accident) $ $ $ $ $ EACH OCCURRENCE $ 10/23/2025 10/23/2026 I AGGREGATE X IPER I STATUTE OTH- ER 10/23/2025 10/23/2026 I E.L. EACH ACCIDENT I E.L. DISEASE - EA EMPLOYEE E L DISEASE - POLICY LIMIT 10/23/2025 10/23/2026 Per Claim DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) PROFESSIONAL LIABILITY AGGREGATE LIMIT: $10,000,000 RE: Water and Wastewater Impact Fee Update $ 1,000,000 1,000,000 15,000 1,000,000 2,000,000 2,000,000 1,000,000 10,000,000 10,000,000 1,000,000 1,000,000 1,000,000 5,000,000 City of College Station is included as Additional Insured with respect to General Liability, Auto Liability, and Umbrella Liability when required by written contract. General Liability, Auto Liability and Umbrella Liability are primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured and when required by written contract. General Liability, Auto Liability, Umbrella Liability and Workers Compensation SEE ATTACHED ACORD 101 CERTIFICATE HOLDER CANCELLATION City of College Station, TX PO Box 9960 College Station, TX 77842 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 464 of 1298 SMAY / 1 ACORD AGENCY mes & Gough AGENCY CUSTOMER ID: FREEAND-02 LOC #: 1 ADDITIONAL REMARKS SCHEDULE POLICY NUMBER EE PAGE 1 CARRIER NAIC CODE EE PAGE 1 SEEP 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance NAMED INSURED Freese and Nichols, Inc. 801 Cherry Street, Suite 2800 i-ort Worth, TX 76102 EFFECTIVE DATE: SEE PAGE 1 Page 1 of 1 Description of Operations/LocationsNehicles: policies include a Waiver of Subrogation in favor of the Additional Insured where permissible by state law and when required by written contract. 30-day Notice of Cancellation will be issued for the General Liability, Auto Liability, Umbrella Liability, Workers Compensation and Professional Liability policies in accordance with policy terms and conditions. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 465 of 1298 March 26, 2026 Item No. 7.11. Well #3 Rehabilitation Deductive Change Order Sponsor: Gary Mechler, Director of Water, Stephen Maldonado, Assistant Director of Water Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on a deductive change order with Weisinger, Inc., providing for a $432,300 credit to the construction contract for the Water Well 3 Rehabilitation project. Relationship to Strategic Goals: 1. Core services and infrastructure Recommendation(s): Staff recommends approval. Summary: The City of College Station's water supply is provided by ten City -owned groundwater wells, which undergo routine rehabilitation to maintain production, reliability, and efficiency. Rehabilitation of Water Well #3 was recently completed during a period of lower seasonal demand to ensure reliable capacity for the upcoming summer. This deductive change order for the Well #3 Rehabilitation project reconciles final contract quantities and authorizes closeout of the construction contract. Budget & Financial Summary: This project is funded through the Water Capital Improvement Projects Fund. The proposed deductive change order will reduce the committed encumbered amount by $432,300. Attachments: 1. Deductive Change Order - Vendor Signed Page 466 of 1298 vp- Ci n of CO3 L W'. SIM EO CONTRACT & AGREEMENT ROUTING FORM CONTRACT#: 25300096C0#5 PROJECT #: WA2503 BID/RFP/RFQ#: 25-003 Project Name / Contract Description: Water Well #3 Name of Contractor: Weisinger, Inc. CONTRACT TOTAL VALUE: $ 490,371.00 Debarment Check Section 3 Plan Incl. ■ NEW CONTRACT Yes Yes No No • • RENEWAL # N/A N/A ■ Grant Funded Yes No If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # 5 OTHER No • • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) This is deductive change order that reconciles the final quantities of the contract and will close out the construction contract the credit is $432,300.00 CRC Approval Date*: (If required) * Council Approval Date*: 3/26/26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: n/a Performance Bond: n/a Payment Bond: n/a Info Tech: n/a SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO 14,1A, Q. AwiSLc f LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED 3/4/2026 3/4/2026 3/4/2026 DATE DATE DATE DATE DATE DATE Page 467 of 1298 CHANGE ORDER NO.5 : DATE: 02/26/2026 PO #: 25200996 PROJECT: Well #3 Rehab OWNER: City of College Station P.O. Box 9960 College Station, Texas 77842 PURPOSE OF THIS CHANGE ORDER: Deductive change order to close out the project CONTRACT #: 25300096 RFP/RFQ/ITB #: CONTRACTOR: Weisinger Inc PO Box 909 Willis, Tx 77378 ITEM NO UNIT DESCRIPTION UNIT ORIGINAL REVISED ADDED PRICE QUANTITY QUANTITY COST A-1 B-3 B-5 B-6 B-8 B-9 B-10 B-16 B-18 B-20 B-22 B-26 8-A 9-A 11-A 13-A 14-A 15-A 16-A LS EA HR HR LS HR LS EA FT LS LS LS EA EA LS LS WK LS WK Water Well No. 3. - Contractor mobilization and demobili. Bail oil from the well and dispose of properly. Perform a v Perform mechanical cleaning (wire brushing) of the 9-5/8 Jet out and remove the fill material and sediment from th Perform acid treatment of 9-5/8 inch well screens using ii Perform airlift pumping, agitation with double disk surge I Perform sonar jetting of 9-5/8 inch screen interval 2,4301 Furnish new rubber tube stabilizer for 12-inch diameter c Furnish 1-1/4-inch PVC water -level measuring pipe, Corr Furnish and install new 600 Hp, WP-1, 1,770 rpm, 460 vi Furnish and install a new lubricator with 3-gallon capacity Provide a submittal stating the anticipated pumping rate Furnish and install new cast iron pump bowl stage to mei Furnish and install new ductile iron pump bowl stage to n Furnish and install new coated fabricated steel discharge If directed by the Owner, furnish, install and remove Con1 Rental of the Contractor's temporary pump bowl and tem If directed by the Owner based on the information in Bid Rental of the Contractor's temporary electric well motor it $17,500.00 $3,100.00 $340.00 $340.00 $37,615.00 $340.00 $6,300.00 $35.00 $3.50 $163,450.00 $4,600.00 $500.00 $5,605.00 $5,605.00 $18,700.00 $34,480.00 $2,000.00 $27,600.00 $7,560.00 1 1 ($8,750.00) 3 1 $6,200.00) 40 0 ($13,600.00) 30 0 ($10,200.00) 1 0 ($37,615.00) 30 0 ($10,200.00) 1 0 ($6,300.00) 34 33 ($35.00) 680 0 ($2,380.00) 1 0 ($163,450.00) 1 0 ($4,600.00) 1 0 ($500.00) 1 0 ($5,605.00) 1 0 $5,605.00) 1 0 ($18,700.00) 1 0 ($34,480.00) 8 0 ($16,000.00) 1 0 ($27,600.00) 8 0 ($60,480.00) THE NET AFFECT OF THIS CHANGE ORDER IS A 43.18% DECREASE UPDATE : ALL ITEMS (WA2503/WSWOC - 6580) TOTAL CHANGE ORDER ORIGINAL CONTRACT AMOUNT CHANGE ORDER NO. 1 CHANGE ORDER NO. 2 CHANGE ORDER NO. 3 CHANGE ORDER NO. 4 CHANGE ORDER NO. 5 REVISED CONTRACT AMOUNT ORIGINAL CONTRACT TIME REVISED CONTRACT TIME SUBSTANTIAL COMPLETION DATE REVISED SUBSTANTIAL COMPLETION DATE 11/25/24 COUNCIL APPROVED CONTINGENCY CONTINGENCY USED TO DATE AVAILABLE CONTINGENCY FOR THIS CHANGE ORDER ($432,300.00) ($432,300.00) $863,025.00 $27,807.00 $13,394.00 $9,000.00 $9,445.00 ($432,300.00) $490,371.00 NA NA NA NA NA $86,975.00 $59,646.00 $27,329.00 Days Days Days TOTAL ($432,300.00) 3.22% CHANGE 1.55% CHANGE 1.04% CHANGE 1.09% CHANGE -50.09% CHANGE -43.18% TOTAL CHANGE APPROVED (Wawa 036sil3/4/2026 CONSTRUCTION CONT ACTOR Date etway..Aram PROJECT MANAGER .%ice, o, 1W . DEPARTMENT DIRECTOR 3/4/2026 Date 3/4/2026 Date 9oLtiu Q. hislc f CITY ATTORNEY ASST CITY MGR-CFO CITY MANAGER 3/4/2026 Date 3/4/2026 Date Date 2 Page 468 of 1298 March 26, 2026 Item No. 7.12. Purchase of two 2000 KVA Pad Mount Transformers Sponsor: Gary Mechler, Director of Water, Stephen Maldonado, Assistant Director of Water Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on the purchase of two 2,000 KVA pad -mount transformers from Magnetron USA, LLC, for upcoming water well rehabilitation projects, not to exceed $108,902. Relationship to Strategic Goals: Recommendation(s): Core Services and Infrastructure Summary: The City of College Station's water supply is provided by ten City -owned groundwater wells. As part of the Water Services Department's ongoing maintenance and infrastructure renewal efforts, routine rehabilitation is performed to maintain production, reliability, and efficiency. Upcoming rehabilitation projects will require larger motors, increasing electrical capacity needs. Because the required transformers have extended manufacturing lead times, staff recommends ordering them now to ensure they are on hand before winter rehabilitation begins, when seasonal water demand is lower. The transformers were competitively bid, and Magnetron USA, LLC was determined to meet specifications and provide the lowest responsive and responsible bid. Budget & Financial Summary: Water capital funds are budgeted and available for this contract. Attachments: 1. Bid Tabulation 26-030 Page 469 of 1298 ITB #26-030 2000kVA Pad -Mounted Distribution Transformers 12/16/25 @ 2:00 p.m. VENDOR NAME DELIVERY WEEKS ARO DAYS MIN/MAX QTY OTY UNIT BID PRICE TOTAL OWNING COST TOTAL VENDOR AMOUNT TOTAL QTY 2 Magnetron USA, LLC 24 168 12055 2 $54,451.00 $108,902.00 $108,902.00 KBS PRO -LINE Amek A&S, Inc. KEREC CO., Ltd. Texas Electric Coop EHV Solutions (WEG Transformers USA) Texas Meter & Device Co. Priester-Mell & Nicholson, Inc. Wesco Distribution (Anixter) Zero Maintenance Prod. Tech Electric Company CribProcure, Inc. Calvary Energy, LLC JST (Ryan Sales) Transfluid Services Inc. Veteran Legacy, LLC Alamo Transformer ECB Solutions, LLC Techline, Inc. TECO Westinghouse/NexE 18-20 12 80 days 22 30 34-36 22 34-36 24 wks 14-16 22 weeks 11-12 98-140 days 18-22 22 after 30 weeks 28-30 24 36-40 weeks 36-40 18-20 0 90 2-10 80 2 154 100 2 2 110 2 1-2 170 2 1-1000 203 1-99999 80 2 98-140 2-500 18-22 2 203 0 30weeks 2 203-217 1-5 168 1-5 280 1-2 09/10-10/22/26 1-4 * Award Recommendation; Magnetron USA, LLC Twenty eight responses were received, seven disqualified due to being manufactured outside of North/South America. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 $57,995.00 $69,250.00 $71,171.00 $71,650.00 $72,457.99 $78,866.00 $78,918.00 $80,475.00 $90,644.00 $100,590.00 $102,328.00 $105,900.00 $56,350.00 $116,932.00 $140,999.00 $141,000.00 $145,345.00 $147,000.00 $202,050.00 $217,500.00 $139,500.00 $157,732.00 $90,644.00 $201,180.00 $115,623.40 $233,864.00 $281,998.00 $282,000.00 $115,990.00 $142,342.00 $143,300.00 $144,915.98 $157,732.00 $157,836.00 $181,288.00 $201,180.00 $204,656.00 $211,800.00 $231,246.80 $116,932.00 $281,998.00 $282,000.00 $145,345.00 $294,000.00 $435,000.00 $435,000.00 $115,990.00 $138,500.00 $142,342.00 $143,300.00 $144,915.98 $157,732.00 $157,836.00 $160,950.00 $181,288.00 $201,180.00 $204,656.00 $211,800.00 $231,246.80 $233,864.00 $281,998.00 $282,000.00 $290,690.00 $294,000.00 $404,100.00 $435,000.00 Page 470 of 1298 March 26, 2026 Item No. 7.13. Lenert Circle Parking Removal Sponsor: Emily Fisher, Director of Public Works Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding an ordinance amending Chapter 38, "Traffic and Vehicles," Article VI, "Traffic Schedules," Section 38-1014, "Traffic Schedule XIV, No Parking Here to Corner and No Parking Any Time," of the Code of Ordinances of the City of College Station, Texas, to prohibit parking on Lenert Circle. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Improving Mobility Recommendation(s): Staff recommends approval of the ordinance amendment. Summary: This item amends Chapter 38 of the code of ordinances to remove parking on Lenert Circle. Lenert Circle is a cul-de-sac located off of Redmond Drive and is 27 feet wide and approximately 300 feet in length. Public Works staff received concerns about on -street parking from a citizen as well as the Fire department. After investigation, staff recommends removing parking on the northwest side of the street to improve emergency and operational vehicle access on the street. A public meeting was held on February 17, 2026, to discuss this parking removal along with several other parking removals in various locations. No concerns regarding parking removal on Lenert Circle were received. Budget & Financial Summary: The installation of the "NO PARKING" signs is accounted for in the Public Works Traffic Signs and Markings operations budget. Attachments: 1. Parking Removal Ordinance - Lenert Cir 2. Map- Parking Removal - Lenert Cir Page 471 of 1298 ORDINANCE NO. AN ORDINANCE AMENDING CHAPTER 38, "TRAFFIC AND VEHICLES," ARTICLE VI, "TRAFFIC SCHEDULES," SECTION 38-1014, "TRAFFIC SCHEDULE XIV, NO PARKING HERE TO CORNER AND NO PARKING AT ANY TIME," OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, REMOVING PARKING ON LENERT CIRCLE BY AMENDING CERTAIN SECTIONS AS SET FORTH BELOW, PROVIDING A SEVERABILITY CLAUSE; DECLARING A PENALTY; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That Chapter 38, "Traffic and Vehicles," Article VI "Traffic Schedules," Section 38-1014 "Traffic Schedule XIV, No Parking Here to Corner and No Parking at Any Time," of the Code of Ordinances of the City of College Station, Texas, be amended as set out in Exhibit "A" attached hereto and made a part of this Ordinance for all purposes. PART 2: If any provision of this Ordinance or its application to any person or circumstances is held invalid or unconstitutional, the invalidity or unconstitutionality does not affect other provisions or application of this Ordinance or the Code of Ordinances of the City of College Station, Texas that can be given effect without the invalid or unconstitutional provision or application, and to this end the provisions of this Ordinance are severable. PART 3: That any person, corporation, organization, government, governmental subdivision or agency, business trust, estate, trust, partnership, association and any other legal entity violating any of the provisions of this Ordinance upon a finding of liability thereof shall be deemed liable for a civil offense and punished with a civil penalty of not less than one dollar ($1.00) and not more than two thousand dollars ($2,000.00) or upon conviction thereof guilty of a misdemeanor, shall be punished by a fine of not less than twenty five dollars ($25.00) and not more than five hundred dollars ($500.00). Each day such violation shall continue or be permitted to continue, shall be deemed a separate offense. PART 4: This Ordinance is a penal ordinance and becomes effective ten (10) days after its date of passage by the City Council, as provided by City of College Station Charter Section 35. Ordinance Form 8-14-17 Page 472 of 1298 ORDINANCE NO. Page 2 of 3 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 473 of 1298 ORDINANCE NO. Page 3 of 3 Exhibit A That Chapter 38, "Traffic and Vehicles," Article VI "Traffic Schedules," Section 38-1014, "Traffic Schedule XIV, No Parking Here to Corner and No Parking at Any Time," is hereby amended by adding the following: Traveling on Between Travel Direction Lenert Circle Around cul-de-sac and the intersection with Redmond Drive Southwest No parking any time Ordinance Form 8-14-17 Page 474 of 1298 PROPOSED PARKING REMOVAL LENERT CIRCLE PROPOSED PARKING REMOVAL Page 475 of 1298 NO PAR (ING ANY TIME 0.a VIP Po IArrr aI'•dna lltirw .Ir.4%.. ra+k: mg.r.'• aow empirelwv'dC bier AI.y:.....r.A r Na r'uur.a Alt line NO PAR(NG ANY TIME lei Palms Mr Mr li=ai w +Irk G � K..trw►�►rrwl��- NO PAR (116 ANY TIME 1,., IMPella' Aft 11w4 lid n.�►.T.1Mlaw•rind Inn -PO hove ram..• I.. Hi•• n.ipo ciWe 11~ AS.y.r'wrung Page 476 of 1298 March 26, 2026 Item No. 7.14. Municipal Court Building Envelope Repair & Maintenance Design Change Order Sponsor: Brett Cast , Assistant Director Capital Projects, Jennifer Cain, Director Capital Projects Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on a design change order for the Municipal Court Building Envelope Repair & Maintenance Project with Zero Six Consulting, LLC. for $9,630 and a revised total contract amount of $104,530. Relationship to Strategic Goals: Core Services and Infrastructure Recommendation(s): Staff recommends approval. Summary: The Municipal Court Building, located at 300 Krenek Tap Road, is experiencing moisture infiltration at numerous locations to the extent that it is necessary to remove and replace the stucco and brick envelope system on the exterior of the building. The like kind replacement of the stucco finish of this building would result in an eight month project timeline. In view of this timeline and the disruptive effect that this project would have on the four departments that office within the Municipal Building (Public Works Administration, Fire Department Administration, Municipal Court, and Capital Projects) we recommend a change order to the current design and construction services contract with Zero Six Consulting LLC. This change order would allow the city to evaluate the cost and probable time savings associated with a metal panel option in lieu of stucco. The change order will also include updated renderings for this alternative option. All alternatives will maintain a similar color to the current exterior of the building. Budget & Financial Summary: A budget of $4,598,000 is available in the Facilities and Technology Capital Improvement Projects Fund. A total of $137,116 has been expended or encumbered to date, leaving a balance of $4,460,884 for this contract and future costs. Attachments: 1. Municipal Court Building Design Change Order Vendor Signed 2. Municipal Court Building Location Map Page 477 of 1298 vp- CONTRACT & AGREEMENT ROUTING FORM Crn UI• CU]L W'. SIMEO . na351 C,tth.„ ry CONTRACT#: 25300319C01 PROJECT #: BID/RFP/RFQ#: Project Name / Contract Description: Municipal Court Building Envelope A/E Services Change Order Name of Contractor: CONTRACT TOTAL VALUE: Debarment Check Section 3 Plan Incl. ■ NEW CONTRACT Yes Yes Zero/Six Consulting, LLC 104,530.00 No No RENEWAL # N/A N/A ■ Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # 1 OTHER No N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) Change Order in the amount of $9,360.00; GG2401. The Total would will be $104,530.00 (If required) * CRC Approval Date*: n/a Council Approval Date*: 3/26/26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: n/a Performance Bond: n/a Payment Bond: n/a Info Tech: n/a SIGNATURES RECOMMENDING APPROVAL 9FUe rails DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER n/a MAYOR (if applicable) n/a CITY SECRETARY (if applicable) 9.12.23 UPDATED 3/17/2026 3/17/2026 DATE DATE DATE DATE DATE DATE Page 478 of 1298 CHANGE ORDER NO. 1 DATE: 03/09/2026 Contract No. 25300319 PO No. 25202400 PROJECT: Municipal Court Building Envelope A/E Services RFP/BID/RFQ N/A OWNER: City of College Station PURPOSE OF THIS CHANGE ORDER: Additional items and work done to finish the job. CONTRACTOR: Contractor Name: Zero/Six Consulting LLC ITEM NO UNIT DESCRIPTION Updated Design, Rendering, Cost Estimates, and Schedule for Municipal Court Building Envelope 1 Project. UNIT PRICE $9,360.00 ORIGINAL REVISED ADDED QUANTITY QUANTITY COST 0 1 $9,360.00 $0.00 $0.00 TOTAL $9,360.00 THE NET AFFECT OF THIS CHANGE ORDER IS 9.84 % INCREASE/DECREASE. LINE 1 (41379971 /6561) LINE 2 (acct./work order number) LINE 3 (acct./work order number) TOTAL CHANGE ORDER ORIGINAL CONTRACT AMOUNT CHANGE ORDER NO. 1 CHANGE ORDER NO. 2 REVISED CONTRACT AMOUNT ORIGINAL CONTRACT TIME Time Extension No. 1 Revised Contract Time SUBSTANTIAL COMPLETION DATE REVISED SUBSTANTIAL COMPLETION DATE Council Approved Contingency Contingency used to date Available Contingency for this Change Order $9,360.00 $0.00 $0.00 9,360.00 $95,170.00 $9,360.00 $104,530.00 90 Days TBD Days 90 Days $0.00 $0.00 9.84% % CHANGE 0.00% % CHANGE 9.84% % TOTAL CHANGE APPROVED brawn klA, 9 awwtatt- A/E CONTRACTOR beat %asf PROJECT MANAGER luvudur (iv, DEPARTMENT DIRECTOR 3/16/2026 Date 3/16/2026 Date 3/17/2026 Date ASST CITY MGR - CFO CITY ATTORNEY CITY MANAGER 3/17/2026 Date Date Date Page 479 of 1298 Galveston Austin San Antonio Zero/Six Consulting, LLC 1027 Tremont Galveston, TX 77550 409-740-0090 (voice) 409-740-0554 (fax) 866-551-0090 (toll free) www.z6consulting.com ZERO/SIX Consulting Envelope Architecture March 16, 2026 Craig Dohnalik Facility Maintenance Manager City of College Station Capital Projects M: 979.764.3476 Via: cdohnalik@ cstx.eov Re: Municipal Court Building Design Revisions A/E Services College Station, TX Zero/Six Project No: 24042; Proposal No.: 24042.04 Dear Mr. Dohnalik: Zero/Six Consulting, LLC (ZSC) is pleased to present this proposal for the Architectural and Engineering services at the Municipal Court Building. Zero/Six has based this proposal on projects of similar size and scope. Scope of Work/Deliverables: • Architectural/Engineering Services: o ZSC to provide revisions to the construction documents package to include a metal panel option for the facade. Package to include drawings and specifications sealed by an Architect licensed in the State of Texas. o ZSC to provide rendering, cost estimate and update schedule for the metal panel vs stucco option. Compensation: Zero/Six proposes a Not To Exceed budget of $9,360.00 be established to perform the aforementioned scope of Work. See Attachment A for hourly breakdown. Invoices will be distributed to the client via email at the first of the month based upon T&M expenditures, and are due within thirty days of receipt. Exclusions: • Services specifically not included within or exceeding the Scope of Work. Schedule: Zero/Six can commence services immediately following formal work authorization. Insurance: • Zero/Six carries Professional Liability Insurance in the amounts of $2,000,000.00 per occurrence and $2,000,000.00 aggregate. • Zero/Six carries General Liability Insurance in the amounts of $1,000,000.00 per occurrence and $2,000,000.00 aggregate. • Zero/Six carries Automobile Liability Insurance in the amounts of $1,000,000.00 per combined single limit (each accident). • Zero/Six has an Umbrella policy in the amount of $5,000,000.00 (each occurrence and aggregate). • Zero/Six carries statutory Workers Compensation insurance. • Please let us know if you have additional insurance requirements. Page 480 of 1298 CITY OF COLLEGE STATION Municipal Court Building Redesign Page 2 of 2 3/16/2026 Miscellaneous Provisions: • Changes and/or addition(s) to the initial Scope of Work defined herein will be submitted under a new proposal for Client's written approval. Upon agreement, a new work authorization should be executed. • Proposal is valid for thirty (30) business days. • Retesting and retesting activities resulting from failed tests will not be performed during regularly scheduled testing mobilizations. All resting to be done on separate "retesting only" mobilizations and performed under separate executed agreement. Retesting agreement, and invoicing for retesting services, will be between Zero/Six and Client only. Any "back charging" of retesting fee is to be between the Client and the entity responsible for the retesting charges as laid out in the project specifications. Zero/Six will not enter into any agreements with any additional entities for retesting services outside of the Client Agreement. • This proposal, once executed, shall represent the sole agreement between City of College Station and Zero/Six Consulting. Thank you for the opportunity to present this proposal. Submij)ed by: Accepted by: Brandon McDermott Vice President of Operations Craig Dohnalik Facility Maintenance Manager Date www.z6consulting.com Page 481 of 1298 ATTACHMENT A ZERO/SIX Consulting Envelope Architecture Man -Hour Projections City of College Station Project No. 24042; Proposal No. 24042.04 3/16/2026 Qnty Unit Rate Sub Totals Totals Architectural/Engineering Services Construction Documents $ 9,360.00 $ 9,360.00 Principal Architect Senior CAD Draftsman 8 MH $ 56 MH $ 330.00 $ 120.00 $ 2,640.00 6,720.00 9,360.00 Note: ZSC reserves the right to adjust resources accordingly to better perform the Scope of Work and preserve the project budget presented herein. Page 482 of 1298 Project Location Streets Municipal Court Building Envelope System ( o� 0 55 110 220 N 330 Feet Page 4o of i Lyo March 26, 2026 Item No. 7.15. Roadway Impact Fee 5-Year Update Study Sponsor: Carol Cotter Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding a Professional Services Contract with Kimley-Horn and Associates, Inc. in the amount of $120,000 for the 2026 Roadway Impact Fee 5-year Update Study. Relationship to Strategic Goals: • Financially Sustainable City • Core Services and Infrastructure • Improving Mobility Recommendation(s): Staff recommends approval of the contract. Summary: This contract will fund the required 5-Year Update study for the Roadway Impact Fee program to ensure continued compliance with Chapter 395 of the Texas Local Government Code. Roadway impact fees were initially adopted on November 10, 2016. In accordance with Chapter 395, impact fee programs must be reviewed and updated every five years. The first required update was completed on November 22, 2021, and the next mandatory update is due this year to maintain compliance. The update will include revised land use assumptions, an updated capital improvement plan, and recalculated maximum assessable and collection rates. The cost to prepare the impact fee study is accounted for in the impact fee calculations and will be paid through roadway impact fee revenues. Kimley-Horn and Associates, Inc. was selected for this project as a continuation contract due to their prior involvement with the City's roadway impact fee program. They completed the previous update and the initial study, providing a strong understanding of the methodology, assumptions, and framework used in the existing program. Their technical expertise and experience and familiarity with the City's roadway network, data, and impact fee structure allows for an efficient review and update while maintaining continuity with prior studies. Budget & Financial Summary: The cost of the study will be paid through the roadway impact fee revenues. Attachments: 1. Vendor Executed Contract 26300379 Page 484 of 1298 CONTRACT & AGREEMENT ROUTING FORM Cm c*E• Coijrur. Sr:v EO\ N... �r..uya E nr..rrrry CONTRACT#: 26300379 PROJECT #: BID/RFP/RFQ#: Project Name / Contract Description: 2026 Roadway Impact Fee 5-Year Update Study Name of Contractor: Kimley-Horn and Associates, Inc. CONTRACT TOTAL VALUE: $ 120,000 Grant Funded Yes Debarment Check n Yes n No n N/A Section 3 Plan Incl. Yes No • N/A • NEW CONTRACT n RENEWAL # No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # OTHER No • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) 41399100 - 6715 (If required)* CRC Approval Date*: N/A Council Approval Date*: 3/26/26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: OR/ Performance Bond: N/A Payment Bond: NIA Info Tech: NIA SIGNATURES RECOMMENDING APPROVAL QV1.1Lt aVw4SSYb DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO ,bu In Q. (-cuSLt LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED 3/3/2026 3/3/2026 3/3/2026 DATE DATE DATE DATE DATE DATE Page 485 of 1298 CONSULTANT CONTRACT This Contract is by and between the City of College Station, a Texas Municipal Home - Rule Corporation (the "City") and Kimley-Horn and Associates, Inc. , a North Carolina Corporation (the "Consultant"), whereby Consultant agrees to perform and the City agrees to pay for the work described herein. ARTICLE I SCOPE OF SERVICES 1.01 This Contract is for 2026 Roadway Impact Fee Update (the "Project"). The scope and details of the work to be provided to the City by Consultant are set forth in Exhibit "A" to this Contract and are incorporated as though fully set forth herein by reference. Consultant agrees to perform or cause the performance of all the work described in Exhibit "A." 1.02 Consultant agrees to perform the work described in Exhibit "A" hereto and the City agrees to pay Consultant a fee based on the rates set forth in Exhibit "B" to this Contract for the services performed by Consultant. The invoices shall be submitted to the City following the 15th day and the last day of each month. The payment terms are net payable within thirty (30) calendar days of the City's receipt of the invoice. Upon termination of this Contract, payments under this paragraph shall cease, provided, however, that Consultant shall be entitled to payments for work performed in accordance with this Contract before the date of termination and for which Consultant has not yet been paid. ARTICLE II PAYMENT 2.01 The total amount of payment, including reimbursements, by the City to Consultant for all services to be performed under this Contract may not, under any circumstances, exceed One Hundred Twenty Thousand AND NO / 100 DOLLARS ($ 120,000.00 ). ARTICLE III CHANGE ORDERS 3.01 The City may from time to time request changes in the scope and focus of the activities, investigations, and studies conducted or to be conducted by Consultant pursuant to this Contract, provided, however, that any such change that in the opinion of Consultant, the City Manager, or the City's Project Manager varies significantly from the scope of the work set out herein and would entail an increase in cost or expense to the City shall be mutually agreed upon in advance in writing by Consultant and the City's Project Manager. (a) When the original Contract amount plus all change orders is $100,000 or less, the City Manager or his designee may approve the written change order provided the change order does not increase the total amount set forth in the Contract to more than $100,000. For such contracts, when a change order results in a total contract amount that exceeds $100,000, the City Council of the City must approve such change order prior to commencement of the services or work; and Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 1 1 Page 486 of 1298 (b) When the original contract amount plus all change orders is equal to or greater than $100,000, the City Manager or his designee may approve the written change order provided the change order does not exceed $50,000, and provided the sum of all change orders does not exceed 25% of the original contract amount. For such contracts, when a change order exceeds $50,000 or when the sum of all change orders exceeds 25% of the original contract amount, the City Council of the City must approve such change order prior to commencement of the services or work. Thereafter, any additional change orders exceeding $50,000 or any additional change orders totaling 25 percent following such council approval, must be approved by City Council; and (c) Any request by the Consultant for an increase in the Scope of Services and an increase in the amount listed in paragraph two of this Contract shall be made and approved by the City prior to the Consultant providing such services or the right to payment for such additional services shall be waived. If there is a dispute between the Consultant and the City respecting any service provided or to be provided hereunder by the Consultant, including a dispute as to whether such service is additional to the Scope of Services included in this Contract, the Consultant agrees to continue providing on a timely basis all services to be provided by the Consultant hereunder, including any service as to which there is a dispute. ARTICLE IV TIME OF PERFORMANCE 4.01 Except as provided in Article X herein below, the Consultant shall complete all of the work described in Exhibit "A" by the dates set forth below. 365 DAYS FROM NOTICE TO PROCEED - OR- 4.01 Except as provided in Article X herein below, the term of this Contract shall be for one (1) year from the effective date of this Contract. Thereafter, upon the mutual consent of both parties, including budget approval by the City, this Contract may be renewed on an annual basis, under the same terms and conditions, for up to two (2) additional years (three (3) years total). If, for any reason, funds are not appropriated to continue the contract, the contract shall become null and void and shall terminate. 4.02 Time is of the essence of this Contract. The Consultant shall be prepared to provide the professional services in the most expedient and efficient manner possible in order to complete the work by the times specified. 4.03 Consultant promises to work closely with the City Manager or his designee (the "Project Manager") or other appropriate City officials. Consultant agrees to perform any and all Project - related tasks reasonably required of it by the City in order to fulfill the purposes of the work to be performed. The work of Consultant under this Contract may be authorized by the Project Manager in various phases as set forth in Exhibit "A." Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 2 Page 487 of 1298 ARTICLE V INDEPENDENT CONSULTANT 5.01 In all activities or services performed hereunder, the Consultant is an independent Consultant and not an agent or employee of the City. The Consultant, as an independent Consultant, shall be responsible for the final product contemplated under this Contract. Except for materials furnished by the City, the Consultant shall supply all materials, equipment and labor required for the execution of the work on the Project. The Consultant shall have ultimate control over the execution of the work under this Contract. The Consultant shall have the sole obligation to employ, direct, control, supervise, manage, discharge, and compensate all of its employees and subconsultants, and the City shall have no control of or supervision over the employees of the Consultant or any of the Consultant's subconsultants except to the limited extent provided for in this Contract. Consultant shall be liable for any misrepresentations. Any negotiations by the Consultant on the City's behalf are binding on the City only when within the scope of work contained herein and approved by the City. ARTICLE VI AUTHORIZATION 6.01 The City shall direct Consultant to commence work on the Project by sending Consultant a "letter of authorization" to begin work on the Project. 6.02 Upon receipt of the letter of authorization to begin work on the implementation of the Project, Consultant shall meet with the City for the purpose of determining the nature of the Project, including but not limited to the following: meeting with the City's staff to coordinate Project goals, schedules, and deadlines; coordinating data collection; briefing the City's management staff; documenting study assumptions and methodologies; devising the format for any interim reports and the final report to the City. 6.03 Consultant shall consult with the City and may in some limited circumstances, act as the City's representative, but it is understood and agreed by the parties that for all purposes related to this Contract, Consultant shall be an independent Consultant at all times and is not to be considered either an agent or an employee of the City. ARTICLE VII WARRANTY 7.01 As an experienced and qualified professional, Consultant warrants that the information provided by Consultant reflects high professional and industry standards, procedures, and performances. Approval or acceptance by the City of any of Consultant's work product under this Contract shall not constitute, or be deemed, a release of the responsibility and liability of Consultant, its employees, agents, or associates for the exercise of skill and diligence necessary to fulfill Consultant's responsibilities under this Contract. Nor shall the City's approval or acceptance be deemed to be the assumption of responsibility by the City for any defect or error in the work products prepared by Consultant, its employees, associates, agents, or subconsultants. 7.02 Consultant shall keep the City informed of the progress of the work and shall guard against any defects or deficiencies in its work. Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 13 Page 488 of 1298 7.03 Consultant shall be responsible for using due diligence to correct errors, deficiencies or unacceptable work product. Consultant shall, at no cost to the City, remedy any errors, deficiencies or any work product found unacceptable, in the City's sole discretion, as soon as possible, but no later than fifteen (15) calendar days after receiving notice of said errors, deficiencies, or unacceptable work product. 7.04 Any and all of Consultant's work product ("Work Product") hereunder shall be the exclusive property of the City. Upon completion or termination of this Contract, Consultant shall promptly deliver to the City all records, notes, data, memorandum, models, and equipment of any nature that are within Consultant's possession or control and that are the City's property or relate to the City or its business. 7.05 Consultant warrants to City that (i) Consultant has the full power and authority to enter into this Contract, (ii) Consultant has not previously assigned, transferred or otherwise encumbered the rights conveyed herein, (iii) Work Product is an original work of authorship created by Consultant's employees during the course of their employment by Consultant, and does not infringe on any copyright, patent, trademark, trade secret, contractual right, or any other proprietary right of any person or entity, (iv) Consultant has not published the Work Product (including any derivative works) or any portion thereof outside of the United States, and (v) to the best of the Consultant's knowledge, no other person or entity, except City, has any claim of any right, title, or interest in or to the Work Product. 7.06 Consultant shall not seek to invalidate, attack, or otherwise do anything either by act of omission or commission which might impair, violate, or infringe the title and rights assigned to City by Consultant in this Article VII of the Contract. ARTICLE VIII INDEMNIFICATION & RELEASE 8.01 INDEMNITY (a) To the fullest extent permitted by law, Consultant agrees to indemnify and hold harmless the City, its Council members, officials, officers , agents, employees, and volunteers (separately and collectively referred to in this paragraph as "Indemnitee") from and against all claims, damages, losses and expenses (including but not limited to attorney's fees) arising out of or resulting from any negligent act, error or omission, intentional tort or willful misconduct, intellectual property infringement or breach of contract including failure to pay a subconsultant, subconsultant, or supplier occurring in the course of performance of professional services pursuant to this Contract by Consultant, its employees, subconsultants, subconsultants, or others for whom Consultant may be legally liable ("Consultant Parties"), but only to the extent caused in whole or in part by the Consultant Parties. IF THE CLAIMS, ETC. ARE CAUSED IN PART BY CONSULTANT PARTIES, AND ALSO IN PART BY THE NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY OR ALL OF THE INDEMNITEES OR ANY OTHER THIRD PARTY, THEN CONSULTANT SHALL ONLY INDEMNIFY ON A COMPARATIVE BASIS, AND ONLY FOR THE Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 1 4 Page 489 of 1298 AMOUNT FOR WHICH CONSULTANT PARTIES ARE FOUND LIABLE AND NOT FOR ANY AMOUNT FOR WHICH ANY OR ALL INDEMNITEES OR OTHER THIRD PARTIES ARE LIABLE. (b) To the fullest extent permitted by law, Consultant agrees to defend the Indemnitees where the indemnifiable acts named in section 8.01 above occur outside the course of performance of professional services (i.e. non- professional services) and the claim is not based wholly or partly on the negligence of, fault of, or breach of contract by the governmental agency, the agency's agent, employee, or other entity over which the governmental agency exercises control, other than the Consultant or Consultant Parties. (c) It is mutually understood and agreed that the indemnification provided for in this section shall indefinitely survive any expiration, completion or termination of this Contract. (d) It is agreed with respect to any legal limitations now or hereafter in effect and affecting the validity or enforceability of the indemnification obligation under this section, such legal limitations are made a part of the indemnification obligation and shall operate to amend the indemnification obligation to the minimum extent necessary to bring the provision into conformity with the requirements of such limitations, and as so modified, the indemnification obligation shall continue in full force and effect. There shall be no additional indemnification other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. 8.02 Release. The Consultant releases, relinquishes, and discharges the City, its council members, officials, officers, agents, and employees from all claims, demands, and causes of action of every kind and character, including the cost of defense thereof, for any injury to, sickness or death of the Consultant or its employees and any loss of or damage to any property of the Consultant or its employees that is caused by or alleged to be caused by, arises out of, or is in connection with the Consultant's work to be performed hereunder. Both the City and the Consultant expressly intend that this release shall apply regardless of whether said claims, demands, and causes of action are covered, in whole or in part, by insurance and in the event of injury, sickness, death, loss, or damage suffered by the Consultant or its employees, but not otherwise, this release shall apply regardless of whether such loss, damage, injury, or death was caused in whole or in part by the City, any other party released hereunder, the Consultant, or any third party. There shall be no additional release or hold harmless provision other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. ARTICLE IX INSURANCE 9.01 General. The Consultant shall procure and maintain at its sole cost and expense for the duration of this Contract insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by the Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 1 5 Page 490 of 1298 Consultant, its agents, representatives, volunteers, employees or subconsultants. The policies, limits and endorsements required are as set forth below: During the term of this Contract all Consultant's insurance policies shall meet the minimum requirements of this section: 9.02 Types. Consultant shall have the following types of insurance: (a) Commercial General Liability. (b) Business Automobile Liability. (c) Workers' Compensation/Employer's Liability. (d) Professional Liability. 9.03 Certificates of Insurance. For each of these policies, the Consultant's insurance coverage shall be primary insurance with respect to the City, its officials, agents, employees and volunteers. Any self-insurance or insurance policies maintained by the City, its officials, agents, employees or volunteers, shall be considered in excess of the Consultant's insurance and shall not contribute to it. No term or provision of the indemnification provided by the Consultant to the City pursuant to this Contract shall be construed or interpreted as limiting or otherwise affecting the terms of the insurance coverage. All Certificates of Insurance and endorsements shall be furnished to the City's Representative at the time of execution of this Contract, attached hereto as Exhibit C, and approved by the City before any letter of authorization to commence project will issue or any work on the Project commences. 9.04 General Requirements Applicable to All Policies. The following General requirements applicable to all policies shall apply: (a) Only licensed insurance carriers authorized to do business in the State of Texas will be accepted. (b) Deductibles shall be named on the Certificate of Insurance. (c) "Claims made" policies will not be accepted, except for Professional Liability insurance. (d) Coverage shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) calendar days prior written notice has been given to the City of College Station. (e) The Certificates of Insurance shall be prepared and executed by the insurance company or its authorized agent on the most current State of Texas Department of Insurance -approved forms. 9.05 Commercial General Liability requirements. The following Commercial General Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current A. M. Best Key Rating Guide. (b) Minimum Limit of $1,000,000 per occurrence for bodily injury and property damage with a $2,000,000 annual aggregate. (c) No coverage shall be excluded from the standard policy without notification of Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 1 6 Page 491 of 1298 individual exclusions being attached for review and acceptance. (d) The coverage shall not exclude premises/operations; independent contracts, products/completed operations, contractual liability (insuring the indemnity provided herein), and where exposures exist, Explosion Collapse and Underground coverage. (e) The City shall be included as an additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. 9.06 Business Automobile Liability requirements. The following Business Automobile Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current. A. M. Best Key Rating Guide. (b) Minimum Combined Single Limit of $1,000,000 per occurrence for bodily injury and property damage. (c) The Business Auto Policy must show Symbol 1 in the Covered Autos portion of the liability section in Item 2 of the declarations page. (d) The coverage shall include owned autos, leased or rented autos, non -owned autos, any autos and hired autos. (e) The City shall be included as an additional insured and the policy shall be endorsed to waive subrogation and to be primary and non-contributory. 9.07 Workers' Compensation/Employer's Liability Insurance requirements. The Workers' Compensation/Employer's Liability Insurance shall include the following terms: (a) Employer's Liability limits of $1,000,000 for each accident is required. (b) "Texas Waiver of Our Right to Recover From Others Endorsement, WC 42 03 04" shall be included in this policy. (c) Texas must appear in Item 3A of the Worker's Compensation coverage or Item 3C must contain the following: All States except those namedin Item 3A and the States of NV, ND, OH, WA, WV, and WY. 9.08 Professional Liability requirements. The following Professional Liability requirements shall apply: (a) Coverage shall be written by a carrier rated "A:VIII" or better in accordance with the current A.M. Best Key Rating Guide. (b) Minimum of $1,000,000 per claim and $2,000,000 aggregate, with a maximum deductible of $100,000.00 Financial statements shall be furnished to the City of College Station when requested. (c) Consultant must continuously maintain professional liability insurance with prior acts coverage for a minimum of two years after completion of the Project or termination of this Contract, as may be amended, whichever occurs later. Coverage under any renewal policy form shall include a retroactive date that precedes the earlier of the effective date of this Contract or the first performance of services for the Project. The purchase of an extended discovery period or an extended reporting Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page l 7 Page 492 of 1298 period on this policy will not be sufficient to comply with the obligations hereunder. (d) Retroactive date must be shown on certificate. ARTICLE X TERMINATION 10.01 At any time, the City may terminate the Project for convenience, in writing. At such time, the City shall notify Consultant, in writing, who shall cease work immediately. Consultant shall be compensated for the services performed. In the event that the City terminates this Contract for convenience, the City shall pay Consultant for the services properly performed and expenses incurred prior to the date of termination. 10.02 No term or provision of this Contract shall be construed to relieve the Consultant of liability to the City for damages sustained by the City or because of any breach of contract by the Consultant. The City may withhold payments to the Consultant for the purpose of setoff until the exact amount of damages due the City from the Consultant is determined and paid. ARTICLE XI MISCELLANEOUS TERMS 11.01 This Contract has been made under and shall be governed by the laws of the State of Texas. The parties agree that performance and all matters related thereto shall be in Brazos County, Texas. 11.02 Notices shall be mailed to the addresses designated herein or as may be designated in writing by the parties from time to time and shall be deemed received when sent postage prepaid U.S. Mail to the following addresses: CITY: CONSULTANT: City of College Station Attn: Carol Cotter P.O. Box 9960 College Station, Texas 77842 Kimley-Horn and Assoicates Attn: Jeff Whitacare 801 Cherry Street, Ste 1300 Fort Worth, TX 76102 11.03 Consultant, its employees, associates or subconsultants shall perform all the work hereunder. Consultant agrees that all of its associates, employees, or subconsultants who work on this Project shall be fully qualified and competent to do the work described hereunder. Consultant shall undertake the work and complete it in a timely manner. 11.04 The Consultant shall comply with all applicable federal, state, and local statutes, regulations, ordinances, and other laws, including but not limited to the Immigration Reform and Control Act (IRCA). The Consultant may not knowingly obtain the labor or services of an undocumented worker. The Consultant, not the City, must verify eligibility for employment as required by IRCA. Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 8 Page 493 of 1298 11.05 No action or failure to act by the City shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. No waiver of any provision of the Contract shall be of any force or effect, unless such waiver is in writing, expressly stating to be a waiver of a specified provision of the Contract and is signed by the party to be bound thereby. In addition, no waiver by either party hereto of any term or condition of this Contract shall be deemed or construed to be a waiver of any other term or condition or subsequent waiver of the same term or condition and shall not in any way limit or waive that party's right thereafter to enforce or compel strict compliance with the Contract or any portion or provision or right under the Contract. 11.06 This Contract and all rights and obligations contained herein may not be assigned by Consultant without the prior written approval of the City. 11.07 Invalidity. If any provision of this Contract shall be held to be invalid, illegal or unenforceable by a court or other tribunal of competent jurisdiction, the validity, legality, and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. The parties shall use their best efforts to replace the respective provision or provisions of this Contract with legal terms and conditions approximating the original intent of the parties. 11.08 Prioritization. Contractor and City agree that City is a political subdivision of the State of Texas and is thus subject to certain laws. Because of this there may be documents or portions thereof added by Contractor to this Contract as exhibits that conflict with such laws, or that conflict with the terms and conditions herein excluding the additions by Contractor. In either case, the applicable law or the applicable provision of this Contract excluding such conflicting addition by Contractor shall prevail. The parties understand this section comprises part of this Contract without necessity of additional consideration. 11.09 This Contract represents the entire and integrated Contract between the City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. This Contract may only be amended by written instrument approved and executed by the parties. 11.10 The parties acknowledge that they have read, understood, and intend to be bound by the terms and conditions of this Contract. 11.11 This Contract goes into effect when duly approved by all parties hereto.. 11.12 Notice of Indemnification. City and Consultant hereby acknowledge and agree this Contract contains certain indemnification obligations and covenants. 11.13 Verification No Boycott. To the extent applicable, this Contract is subject to the following: (a) Boycott Israel. If this Contract is for goods and services subject to § 2270.002 Texas Government Code, Consultant verifies that it i) does not boycott Israel; and ii) will not boycott Israel during the term of this Contract; Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 19 Page 494 of 1298 (b) Bovcott Firearms. If this Contract is for goods and services subject to § 2274.002 Texas Government Code, Consultant verifies that it i) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and ii) will not discriminate during the term of the contract against a firearm entity or firearm trade association; and (c) Boycott Energy Companies. Subject to § 2274.002 Texas Government Code Consultant herein verifies that it i) does not boycott energy companies; and ii) will not boycott energy companies during the term of this Contract. 11.14 Fraud Reporting. To reduce the risk of fraud and to protect the Contractor's financial information from fraud, the Contractor must report to the City in writing at VendorInvoiceEntrvncstx.gov if the Contractor reasonably suspects or knows if any of their financial information has been subject to fraudulent activity or suspected fraudulent activity. Contract No. 26300379 Professional Services -Consultant Form 4-20-23 Page 10 Page 495 of 1298 List of Exhibits A. Scope of Services B. Payment Schedule C. Certificates of Insurance KIMLEY-HORN AND ASSOCIATES, INC. By: By: Printed Name: Michael Lucas City Manager Title: Regional Contract Lead Date: Date: 3/3/2026 APPROVED: 14,1A, a. A-xis(,c City Attorney Date: 3/3/2026 Assistant City Manager/CFO Date: 3/3/2026 Contract No. 26300379 Professional Services -Consultant Form 4-20-23 CITY OF COLLEGE STATION Page 11 Page 496 of 1298 Exhibit A Scope of Services Contract No. 26300379 Professional Services -Consultant Form 04-20-2023 Page 497 of 1298 Exhibit A Scope of Services Project Description Kimley-Horn and Associates, Inc. (Consultant) understands the goal of this project is to update the 2021 Roadway Impact Fee Study for the City of College Station (City). This scope of services will provide the City with the technical analysis required by Chapter 395 of the Texas Local Government Code to determine the maximum assessable roadway impact fee that may be assessed. In addition, the Consultant will provide the City with assistance with the various presentations required during the public hearing and adoption process. To conduct the analysis, the Consultant will utilize the current Master Thoroughfare Plan to developer the Impact Fee Capital Improvements Plan and the current Future Land Use Plan to develop growth projections. Task 1. Land Use Assumptions The Consultant will lead the development of the land use assumptions in conformance with Chapter 395 of the Local Government Code and shall include: 1.1. Data Collection. Consultant will coordinate with the City to obtain the following data: 1.1.1 City Contacts —The City will provide the organization structure and contact information for the applicable City staff involved with the land use assumptions. 1.1.2 Comprehensive Master Plans —The City will identify and provide the City's most recent comprehensive master plans — Future Land Use Plan. 1.1.3 Currently adopted Land Use Assumptions. Water and Wastewater Land Use from Master Plans. 1.1.4 Available demographic projections from the MPO. 1.1.5 Parcel Data Information from Brazos County Appraisal District. 1.1.6 Maps — The City will provide Consultant with available GIS shapefiles Data should include: • Current Zoning Map; • Future Land Use Plan Map; and • City Limits and ETJ Map. 1.2. Service Area Boundaries. The Consultant will meet with the City to review current service areas for roadway impact fees. The Consultant will work with City staff to revise the service area boundaries (if necessary). The Consultant anticipates the four service areas adopted will remain similar to the adopted 2021 Impact Fee Study. 1.3. Land Use Assumptions. Consultant will prepare the land use information (population and employment projections) in a format suitable for use in the impact fee update based on information provided by the City from their recently completed master plans. Chapter 395 states that impact fees may only be used for items included in the capital improvements plan and attributable to new Kimley-Horn and Associates, Inc. Page 1 of 4 2/27/2026 Page 498 of 1298 service units projected over a period of time not to exceed ten (10) years. Consultant will develop the 10-year Land Use Assumptions for the 2026-2035 planning window. 1.4. Documentation. Consultant will incorporate the service area boundaries and Land Use Assumptions information into the Roadway Impact Fee Update report. No additional documentation for the land use assumptions will be provided. 1.5. Meetings. Consultant will prepare for and attend up to one (1) meetings (virtual) with the City staff to discuss and review the proposed Service Area boundaries and Land Use Assumptions. Task 2. Roadway Impact Fee Update Consultant will prepare the roadway impact fee update in conformance with Chapter 395 of the Local Government Code and shall include: 2.1 Data Collection. Consultant will collect the following data: 2.1.1 Thoroughfare Plan — Consultant will utilize the most recent thoroughfare plan adopted by the City. GIS shapefiles, databases, and layering information shall be provided. It is understood that ongoing evaluation could impact the final Thoroughfare Plan and an additional data request may be necessary after adoption. 2.1.2 Traffic Counts — The City shall provide available data (current and historical) for all roadway segments on the current Master Thoroughfare Plan. Consultant will collect traffic count information available from TxDOT for state highway facilities. Consultant will utilize the City's existing travel demand model or other big data sources for volume data. 2.1.3 Historical Project Costing Information — The City shall provide Consultant with available data on the actual City costs for previously completed arterial roadway improvement projects to assist in the development of planning level project costs for future projects and to include any project costs for previously completed projects with excess capacity available to serve future growth. 2.2 10-Year Growth Projections and Capacity Analysis. 2.2.1 Consultant will use the service area boundaries established as part of Task 1 (Land Use Assumptions). In consultation with City staff, Consultant will determine land use categories to be included in the land use vehicle -mile equivalency table. 2.2.2 Consultant will identify the service units for new development and the average trip length. Using the 12th Edition of the Institute of Transportation Engineer's (ITE) Trip Generation Manual, Consultant will develop updated trip generation and pass -by trip rates. 2.2.3 Consultant will perform an analysis of existing conditions. This will include a determination of roadway capacities, volumes, vehicle -miles of supply, vehicle -miles of demand, existing excess capacity, and existing deficiencies. 2.2.4 Consultant will project traffic conditions for the ten-year planning period, the target year for the impact fee growth projections. This will include growth and new demand by service area. Consultant will determine the capacity available for new growth. Kimley-Horn and Associates, Inc. Page 2 of 4 2/27/2026 Page 499 of 1298 2.3 Roadway Impact Fee Capital Improvements Plan. 2.3.1 Consultant will assist the City to develop a Roadway Impact Fee Capital Improvements Plan, which will include cost projections for anticipated projects to be included in the study. The Roadway Impact Fee Capital Improvements Plan will include existing oversized facilities and proposed facilities designed to serve future development. The Roadway Impact Fee Capital Improvements Plan shall include a general description of the project and a project cost projection. Planning level cost projections for future projects will be prepared based on previous experience with Roadway construction costs. Consultant will utilize previous costing from the previous City's project planning process. It is assumed this methodology for costing is satisfactory. The City shall provide Consultant with actual City cost information for previously completed projects with excess capacity and any cost contribution to County, Developer, or State projects. It is anticipated that the 2021 Roadway Impact Fee Capital Improvement Plan will be a starting point for the new Roadway Impact Fee Capital Improvement Plan. 2.3.2 Consultant will identify the portion of project improvements required to serve existing demand and the portion of project improvements required to serve new development within the 10-year planning period. 2.4 Maximum Assessable Roadway Impact Fee Calculation. Using the newly developed 10-year growth projections, roadway impact fee capital improvements plan, and capacity available for new growth, Consultant will determine the cost of roadway improvements by service area, the maximum costs per service unit, and the resulting maximum assessable roadway impact fees by service area. 2.5 Financial Analysis. A financial analysis will be performed by a subconsultant to determine the impact fee credit and will be provided to Consultant. 2.6 Roadway Report. Consultant will provide both a draft and final Roadway Impact Fee Report. The report will include: 2.6.1 Roadway service areas 2.6.2 Narrative of the impact fee update methodology 2.6.3 Impact fee calculations 2.6.4 Roadway Impact Fee CIP 2.6.5 Exhibits 2.7 Meetings. Consultant will prepare for and attend the following meetings (virtual): 2.7.1 Two (2) meetings with the City staff to review the Roadway Impact Fee CIP 2.7.2 One (1) meeting with the City staff to review the proposed Maximum Assessable Roadway Impact Fees 2.7.3 One (1) meeting with the City staff to discuss the public hearings and approval process 2.8 Deliverables. Kimley-Horn and Associates, Inc. Page 3 of 4 2/27/2026 Page 500 of 1298 2.8.1 Electronic Copy of the Draft Impact Fee Update Report (posted 30 days prior to the public hearing notice) 2.8.2 Electronic Copy of the Final Impact Fee Update Report Task 3. Adoption Process and Administration Tools It is anticipated that a representative from Consultant will prepare for and attend up to eight (8) meetings during the public hearing and approval process. These anticipated meetings are as follows: 3.1 Prepare for and attend one (1) stakeholder worksession. 3.2 Prepare for and attend up to three (3) Impact Fee Advisory Committee (IFAC) meetings or work sessions to present the Impact Fee 101, Land Use Assumptions, CIP, and Maximum Assessable Roadway Impact Fees. 3.3 Prepare for and attend up to three (3) City Council work sessions or public hearings/readings to present the Impact Fee, including the Impact Fee 101, Land Use Assumptions, Roadway Impact Fee CIP, Maximum Assessable Roadway Impact Fees, and ordinance. 3.4 Prepare for and attend one additional in -person meeting as necessary during the project. 3.5 Ordinance Review. At the request of the City, Consultant will review the existing and proposed Impact Fee Ordinance as prepared by the City Attorney. It is anticipated the City Attorney will require exhibits from the Roadway Impact Fee Report to be included in the ordinance. Consultant recommends the City coordinate with their Attorney to ensure they will be able to prepare the ordinance during Task 2. 3.6 Comparison City Data. At the request of the City, Consultant provides comparison data for up to six cities for 3 land uses for roadway impact fees. 3.7 Estimator Worksheet. Consultant will update the Roadway Impact Fee Estimator spreadsheet tool. Additional Services Services not specifically identified in the Scope of Services above shall be considered additional and shall be performed on an individual basis upon authorization by the City. Compensation for additional services will be agreed to prior to their performance. Such services shall include, but are not limited to, the following: • Additional assistance in developing the land use assumptions outside of that described in this agreement. • Preparation for and attendance at additional public meetings not specifically identified in the Scope of Services - Task 3. Note these public meetings are intended to be in person. If virtual up to an additional 3 meetings can be attended. • Furnish hard copies of review documents • Reanalysis or recalculation to reflect project scope changes or policy changes requested by the City, addressing changes in direction previously approved by the City, or mandated by changing governmental laws. Kimley-Horn and Associates, Inc. Page 4 of 4 2/27/2026 Page 501 of 1298 Exhibit B Payment Terms SELECT ONE: Compensation is based on actual hours of work/time devoted to providing the described professional services. The Consultant will be paid at a rate of $ see attached per hour, or at the rates per service or employee shown below. The City will reimburse the Consultant for actual, non -salary expenses at the rate of zero percent (0 %) above the Consultant's actual costs, or at the rates set forth below. Unless amended by a duly authorized written change order, the total payment for all invoices on this job, including both salary and non - salary expenses, shall not exceed the amount set forth in paragraph 2.01 of this Contract ($ 120,000.00 ). The Consultant must submit monthly invoices to the City, accompanied by an explanation of charges, professional fees, services, and expenses. The City will pay such invoices according to its normal payment procedures. -OR- 1-1 Payment is a fixed fee in the amount listed in Article II of this Contract. This amount shall be payable by the City pursuant to the schedule listed below and upon completion of the services and written acceptance by the City. The Consultant may submit monthly invoices to the City, accompanied by an explanation of charges, professional fees, services, and expenses. The City will pay such invoices according to its normal payment procedures. Schedule of Payment for each phase: Contract No. 26300379 Professional Services -Consultant Form 04-20-2023 Page 502 of 1298 Rate for Tasks Task 1: Land Use Assumptions: Task 2. Roadway Impact Fee Analysis: Task 2.5 Financial $15,000 $60,000 $17,000 Task 3. Adoption Process and Administration Tools $28.000 TOTAL FEE $120,000 Page 503 of 1298 Kimley-Horn and Associates, Inc. Hourly Labor Rate Schedule Classification Rate Analyst $175 - $260 Professional $250 - $315 Senior Professional I $275 - $380 Senior Professional II $370 - $400 Senior Technical Support $170 - $295 Support Staff $115 - $160 Technical Support $130 - $165 Effective through December 31, 2026 Subject to adjustment thereafter Page 504 of 1298 Exhibit C Certificates of Insurance Contract No. 26300379 Professional Services -Consultant Form 04-20-2023 Page 505 of 1298 ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 2/20/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Edgewood Partners Ins Center 3780 Mansell Rd. Suite 370 Alpharetta GA 30022 INSURED Kimley-Horn and Associates, Inc. 421 Fayetteville Street, Suite 600 Raleigh, NC 27601 COVERAGES KIMLASS CONTACT NAME: Jerry Noyola PHONE (A/C. No. Ext): 770.552.4225 E-MAIL ADDRESS: greylingcerts@greyling.com INSURER(S) AFFORDING COVERAGE INSURERA: National Union Fire Ins Co of Pittsburg INSURER B: Allied World Assurance Co (U.S.) Inc. INSURER C : New Hampshire Insurance Company INSURER D : Lloyd's of London FAX (A/C, No): INSURER E : I INSURER F : CERTIFICATE NUMBER: 519636006 REVISION NUMBER: NAIL # 19445 19489 23841 85202 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY GL5268169 4/1/2025 4/1/2026 EACH OCCURRENCE CLAIMS -MADE X Contractual Liab OCCUR GEN'L AGGREGATE LIMIT APPLIES PER POLICY X PRO- JECT X LOC OTHER A AUTOMOBILE LIABILITY A B C C X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY X X UMBRELLA LIAB X EXCESS LIAB OCCUR CLAIMS -MADE DED X RETENT ON $ i n nnn WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y/N N N/A CA4489663 (AOS) CA2970071 (MA) 03127930 WC067961230 (AOS) WC013711885 (CA) D Professional Liability B0146LDUSA2504949 4/1/2025 4/1/2026 4/1/2025 4/1/2026 4/1/2025 4/1/2026 4/1/2025 4/1/2026 4/1/2025 4/1/2026 4/1/2025 4/1/2026 DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE $ 2,000,000 $ 1,000,000 $ 25,000 $ 2,000,000 $ 4,000,000 $ 4,000,000 $ 2,000,000 $ 5,000,000 $ 5,000,000 OTH- STATUTE ER E L EACH ACCIDENT $ 2,000,000 E L DISEASE - EA EMPLOYEE $ 2,000,000 E L DISEASE - POLICY LIMIT $ 2,000,000 Per Claim $2,000,000 Aggregate $2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) For All Projects with the City of College Station. The City of College Station, its officials, agents, employees & volunteers are named as Additional Insureds on the above referenced liability policies with the exception of workers compensation & professional liability where required by written contract. The above referenced liability policies with the exception of workers compensation & professional liability are primary & non-contributory where required by written contract. Waiver of Subrogation is applicable where required by written contract & allowed by law. Deductible For Professional Liability: $25,000. Should any of the above described policies be cancelled by the issuing insured before the expiration date thereof, 30 days' written notice (except 10 days for nonpayment of premium) will be provided to the Certificate Holder. CERTIFICATE HOLDER City of College Station P.O. Box 9960 College Station TX 77842 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD THIS CERTIFICATE SUPERSEDES PREVIOUSLY ISSUED CERTIFICATE Page 506 of 1298 ENDORSEMENT This endorsement, effective 1 2:01 A.M. 04/01/2025 forms a part of Policy No. CA4489663 issued to KIMLEY-HORN AND ASSOCIATES, INC. by NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA. ADDITIONAL INSURED - WHERE REQUIRED UNDER CONTRACT OR AGREEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM SCHEDULE ADDITIONAL INSURED: ANY PERSON OR ORGANIZATION FOR WHOM YOU ARE CONTRACTUALLY BOUND TO PROVIDE ADDITIONAL INSURED STATUS BUT ONLY TO THE EXTENT OF SUCH PERSON'S OR ORGANIZATION'S LIABILITY ARISING OUT OF THE USE OF A COVERED AUTO. I. SECTION II - COVERED AUTOS LIABILITY COVERAGE, A. Coverage, 1. - Who Is Insured, is amended to add: d. Any person or organization, shown in the schedule above, to whom you become obligated to include as an additional insured under this policy, as a result of any contract or agreement you enter into which requires you to furnish insurance to that person or organization of the type provided by this policy, but only with respect to liability arising out of use of a covered "auto". However, the insurance provided will not exceed the lesser of: (1) The coverage and/or limits of this policy, or (2) The coverage and/or limits required by said contract or agreement. 2, ,f// -7-------- AUTHORIZED REPRESENTATIVE 87950 (9/14) Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 Page 507 of 1298 ENDORSEMENT This endorsement, effective 12:01 A.M. 04/01/2025 forms a part of Policy No. CA4489663 issued to KIMLEY-HORN AND ASSOCIATES, INC. by NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM Section IV - Business Auto Conditions, A. - Loss Conditions, 5. - Transfer of Rights of Recovery Against Others to Us, is amended to add: However, we will waive any right of recover we have against any person or organization with whom you have entered into a contract or agreement because of payments we make under this Coverage Form arising out of an "accident" or "loss" if: (1) The "accident" or "loss" is due to operations undertaken in accordance with the contract existing between you and such person or organization; and (2) The contract or agreement was entered into prior to any "accident" or "loss". No waiver of the right of recovery will directly or indirectly apply to your employees or employees of the person or organization, and we reserve our rights or lien to be reimbursed from any recovery funds obtained by any injured employee. AUTHORIZED REPRESENTATIVE 62897 (6/95) Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 Page 508 of 1298 POLICY NUMBER: GL5268169 COMMERCIAL GENERAL LIABILITY CG20101219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations ANY PERSON OR ORGANIZATION WHOM YOU PER THE CONTRACT OR AGREEMENT. BECOME OBLIGATED TO INCLUDE AS AN ADDITIONAL INSURED AS A RESULT OF ANY CONTRACT OR AGREEMENT YOU HAVE ENTERED INTO. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 12 19 O Insurance Services Office, Inc., 2018 Page 1 of 2 Page 509 of 1298 A. Section II - Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. Page 2 of 2 0 Insurance Services Office, Inc., 2018 CG20101219 Page 510 of 1298 POLICY NUMBER: GL5268169 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) ANY PERSON OR ORGANIZATION WHOM YOU BECOME OBLIGATED TO INCLUDE AS AN ADDITIONAL INSURED AS A RESULT OF ANY CONTRACT OR AGREEMENT YOU HAVE ENTERED INTO. Location And Description Of Completed Operations PER THE CONTRACT OR AGREEMENT. Information required to complete this Schedule, if not shown A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. above, will be shown in the Declarations. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 Q Insurance Services Office, Inc., 2018 Page 1 of 1 Page 511 of 1298 POLICY NUMBER: GL5268169 COMMERCIAL GENERAL LIABILITY CG20011219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 Q Insurance Services Office, Inc., 2018 Paigagt Sf1 of 1298 POLICY NUMBER: GL5268169 COMMERCIAL GENERAL LIABILITY CG 24 04 12 19 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): PURSUANT TO APPLICABLE WRITTEN CONTRACT OR AGREEMENT YOU ENTER INTO. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 Q Insurance Services Office, Inc., 2018 Page 1 of 1 Page 513 of 1298 TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective 12:01 AM 04/01/2025 forms a part of Policy No. WC 067-96-1230 Issued to KIMLEY-HORN AND ASSOCIATES, INC. By NEW HAMPSHIRE INSURANCE COMPANY This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERAT I ONS . 3. Premium: The premium charge for this endorsement shall be 2.0 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: I NCLUDED WC 42 03 04 B (Ed. 6-14) r Countersigned by Authorized Representative ©Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 514 of 1298 March 26, 2026 Item No. 7.16. Acquisition, Rehabilitation, Disposition Program for Homebuyers Program Guidelines Sponsor: David Brower Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding the adoption of program guidelines for an Acquisition, Rehabilitation, and Disposition for Homebuyers Program. Relationship to Strategic Goals: Affordable Housing Neighborhood Integrity Core Services and Infrastructure Recommendation(s): Staff recommends approval Summary: In accordance with direction from City Council and the City Manager's Office, staff will convert the 2700 Wilderness project from a Rental Rehabilitation activity to a Homeowner Acquisition —Rehabilitation activity. City Council approved the purchase of this single-family home on June 27, 2024, as a rental rehabilitation project. Following that approval, staff proceeded with the project and have since completed all renovations to the property. The proposed guidelines closely mirror those originally developed for acquiring and rehabilitating the home as an affordable rental. However, the revised approach utilizes the City's existing Down Payment Assistance Program to sell the home to an income -eligible family. This change will allow the property at 2700 Wilderness to be offered as a homeownership opportunity. Through the Down Payment Assistance Program, qualified homebuyers may receive shared -equity gap financing of up to 30% of the home's sales price, capped at $80,000. The assistance is provided as a deferred, non -interest -bearing loan. The amount of shared equity to be repaid is calculated by dividing the assistance amount by the total cost to acquire the property and multiplying that percentage by the equity realized at the time of sale. The original loan amount, along with the applicable shared equity, is repaid when the property is sold or when the homeowner no longer occupies the home as their primary residence. Budget & Financial Summary: Attachments: 1. Acquistion Rehabilitation Disposition Guidelines - Homebuyer - Regular DAP Page 515 of 1298 CITY OF COLLEGE STATION ACQUISITION, REHABILITATION, DISPOSITION PROGRAM for HOMEBUYERS PROGRAM GUIDELINES Unless herein stated otherwise, the requirements contained in 24 CFR Part 92 (Home Investment Partnerships Program) and/or 24 CFR Part 570 (Community Development Block Grant Program) will be followed. A. STATEMENT OF PURPOSE & PROGRAM OVERVIEW The City of College Station has established an Acquisition, Rehabilitation, Disposition Program (ARD) for Homebuyers funded through the U.S. Department of Housing and Urban Development (HUD) Community Development Block Grant (CDBG) and/or Home Investment Partnerships Program (HOME) for the purpose of developing affordable homebuyer housing units. Additionally, the city may utilize other appropriate local, state, or federal resources that may become available. The ARD for Homebuyers is designed to combine various financial resources necessary to acquire and rehabilitate safe, energy -efficient, and affordable existing housing units for conveyance to qualified low -to -moderate income homebuyers through a first in — first qualified homebuyer vetting process. The City's Community Development staff will identify dwelling units in conservable or substandard condition that will benefit from rehabilitation to preserve and enhance neighborhood quality and integrity. Eligible project activities will comply with the respective program requirements published in the U.S. Code of Federal Regulations (CFR), as it may be modified over time. The basic goals of this Program are to preserve housing and increase the supply of affordable, decent, safe, and sanitary housing available to qualified low -mod income first-time homebuyer households. Affordability will be achieved by qualified homebuyers utilizing the City's Down Payment Assistance Program to bridge the gap between their available financing (their 1st lien mortgage and required financial contribution) and the cost of the home. This program is available on a City-wide basis and is limited to only those properties located within the municipal boundaries of the City. Properties that lie partially within the City limits may be considered on a case -by -case basis. I will be the City's intent to target specific deteriorating neighborhoods as much as possible, to help preserve the integrity of the housing inventory from physical decline, and limit inflationary housing costs on those selected properties. B. DESIGNATED AUTHORITY Page 1 of 10 Approved Page 516 of 1298 Administrative authority for implementation of this Program will rest with the City Manager's Office or their designee. The Community Development office will serve as the designated office for approval of contractual agreements and budget changes as needed to accomplish project completion, in accordance with Council -approved procedures. The Director of Community Services (Director) will be responsible for authorizing the amount of grant funds to be made available to the project in accordance with the implementing procedures. This determination will be based upon evaluation of the costs to be incurred by providing the program. The Director will also be responsible for approval of qualifying low -mod income household applicants based on a first come - first served basis, but who also are first to qualify for a mortgage loan from a private lender of their choice compliant with the City's mortgage lending requirements. C. PROGRAM IMPLEMENTATION PROCESS Steps in implementing the Program will be as follows: 1. Properties will be identified by staff, with assistance from Land Agents, that are in conservable or substandard condition. The cost will be at or below median home sales prices for previously owned homes and consistent with the appraised value unless there is clear justification for meeting a public purpose. 2. Program staff will make every effort, while crafting a plan for the home rehabilitation, to incorporate the City's most current Green Building Standards into the project scope. Any incentives offered from federal, state, or local agencies for conformance with Green Build Standards shall be accessed by the program as appropriate and when applicable. 3. Once the rehabilitation plan has been completed, and any other City required approvals have been accomplished, program staff will place the project out for bid to approved contractors in compliance with the City's procurement and process regulations. Prior to bid, program staff will prepare a construction estimate by which to compare submitted bid amounts. Should submitted bids prove to be more than 10% of the construction estimate, the city will have the option to reject all bids and re -bid the project or select the lowest responsible bidder (if program staff deems the lowest responsible bid reasonable within the project estimate). The city will then execute a construction contract with the lowest responsible bidder (Contractor). Page 2 of 5 Page 517 of 1298 4. Upon completion of rehabilitation activities, a first in — first qualified open application widow of opportunity will be developed for the disposition of the specific property. The homebuyer respondent's ability to complete the application, provide complete homebuyer qualifying source documentation and secure their lender will be assigned a number of ranked status in the order that they complete the qualifying process. Those that are unable to overcome qualifying obstacles from their lenders will be eliminated from the selection process. 5. The property will be conveyed to the awarded homebuyer respondent through a settlement. A 2nd lien Real Estate Lien Note and Deed of Trust securing the City's Down Payment Assistance Loan against the property will be executed at this time. The City will be responsible for determining eligibility of the homebuyer household and ensuring compliance with the federal regulatory requirements set forth in the program documents. E. ELIGIBLE PROPERTY CRITERIA 1. Location: The Program will be implemented on a City-wide basis within the corporate limits of the City of College Station. Properties that lie partially within the corporate limits will be considered on a case -by -case basis. However, program preference will rest with properties wholly in the City, located in distressed neighborhoods or identified areas of residential revitalization efforts. 2. Property Type: Eligible properties must be improved, single-family or multi -family residential lots, which are: a. Conservable or substandard condition but structurally sound, and b. Have all utility service connections available to the property. 3. All eligible properties, following rehabilitation with HOME funds, shall not exceed the HOME Program limits prescribed in 24 CFR § 92.254(a)(2)(iii). G. FEASIBILITY OF REHABILITATION Property eligible for Program will meet the following requirements: 1. Feasibility of rehabilitation of property to minimum program standards will be made following a detailed inspection of the property by program staff. This inspection includes completing a list of deficiencies which must be corrected to bring the structure into compliance with HUD requirements and all applicable City of College Station codes and expectations. Page 3 of 5 Page 518 of 1298 2. Feasibility of rehabilitating structures under established program limits will be determined by an assessment of the following two criteria: c. The estimate of costs needed for all required repairs and renovations must fall within program limits. d. For all required renovations, rehabilitation costs shall not exceed 95% of the total estimated post -rehabilitation value for the structure. 3. Property will be inspected by Program staff to ensure minimum housing standards are met. Rehabilitation will ensure at a minimum: • HVAC of no less than the minimum SEER rating established every six years by the US Department of Energy for our region. HVAC system should be replaced if the equipment is more than halfway through the warranty period, if the warranty does not transfer to the new owner, or unless the system is in well - maintained condition. • Water heating system is not more than three (3) years out from the water heater warranty termination period (to include an expansion tank where required for tank type water heaters). Water heaters must be installed in a drain pan (where required) with the drain exiting to the exterior of the house. Temperature and pressure (T&P) relief valve shall be properly routed to the exterior of the house, but if that is not possible, an automatic water shut off valve device shall be installed as per manufacturers requirements. T&P valve shall be replaced on a water heater if there are signs of corrosion or damage. • Plumbing systems shall be in good working order with no leaking of plumbing valves, stops, pipes, joints, or fixtures. Drainpipes shall be clear of all obstructions and exhibit no blockages or slow draining. • Electrical system hazards and/or deficiencies shall be corrected in accordance with the currently adopted National Electric Code and amendments. All electrical outlets, switches, devices, fixtures, equipment, and appliances shall operate as designed and shall be replaced or repaired by seller if inoperable (unless the item is not being sold with the home). • Foundation shall be in good condition with no structural discrepancies for the loads being imposed on it and exhibits good performance of forces caused by surrounding heaving and shrinking soil conditions. If foundation is post - tension reinforced, the capped ends shall be grouted to prevent rust and corrosion leading to future failure and cables must be trimmed back to the tension capping devise inside the concrete edge. • Flooring shall be in good condition, or a condition requiring minimal repair or cleaning for habitation. • Millwork and trim shall be in good condition. Page 4 of 5 Page 519 of 1298 • Interior doors shall be in good condition and operate correctly in their frames. • Walls and ceilings shall exhibit minimal damage/repair patching to include consistent texturing. • Structure shall have at least one location for broadband / cable / satellite / telecom connectivity. • Roofs replaced ten (10) years prior to sale shall be negotiated with the seller if their warranty coverage will not transfer at sale. All penetrations through roof shall be well sealed with appropriate flashings, storm collars, pipes and caps, and all valley, edge and step flashings shall be in good condition. • Exterior windows and doors shall be in good working order and in such condition that will be a safe environmental barrier from exterior weather conditions. • Rain gutters with leaf guards, downspouts and splash blocks/underground drain piping shall be installed where drainage must move away from the foundation. • Exterior siding, trim and masonry veneer shall be in good condition with minimal weather damage or evidence of foundation movement. • There shall be no evidence of insect or vermin infestation. • All vegetation shall be trimmed away for the exterior envelope. • Site shall be graded and sloped in a manner to move rainwater quickly and efficiently away from the structure and other structural improvements. 4. Manufactured Housing: Manufactured housing units are not eligible for program assistance. K. FINAL INSPECTION - CERTIFICATE OF OCCUPANCY The City of College Station will be responsible for final inspection of all housing units made available through the program to determine that the unit meets all City of College Station and HUD requirements. Final payment will not be made until the City of College Station has issued a Certificate of Occupancy for the renovated unit and all items identified in a punch list have been corrected. The Certificate of Occupancy will serve as evidence to HUD of the City's determination that the renovated structure is no longer substandard, but has become code compliant and a decent, safe, and sanitary dwelling, and is ready for conveyance to a first-time homebuyer household. Page 5 of 5 Page 520 of 1298 March 26, 2026 Item No. 7.17. Dowling Road Pump Station VFD Replacement Sponsor: Gary Mechler, Director of Water, Stephen Maldonado, Assistant Director of Water Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on a construction contract with Zone Industries for the replacement of two variable frequency drives for high -service pumps at the Dowling Road Pump Station, not to exceed $176,400. Relationship to Strategic Goals: 1. Core Services and Infrastructure Recommendation(s): Staff recommends approval. Summary: The Dowling Road Pump Station, owned and operated by the City of College Station, treats and conveys the City's potable water and is essential to reliable service and public health. Two variable frequency drives (VFDs) that control high service pumps have failed. Because these pumps operate as redundant units, the failure has reduced operational redundancy at the station and requires prompt replacement to maintain system reliability. Contingent upon City Council approval, the City will procure two replacement VFDs through BuyBoard Cooperative Purchasing Program Contract 770-25. BuyBoard provides competitively solicited contracts for governmental agencies, awarded through a formal process that complies with state and local procurement statutes. Utilizing this cooperative contract allows the City to leverage volume -based pricing and discounts while reducing administrative costs and improving procurement efficiency. Budget & Financial Summary: Water capital funds are budgeted and available for this contract. Attachments: 1. Contract #26300412-Vendor Signed Page 521 of 1298 CONTRACT & AGREEMENT ROUTING FORM Cm.Caijrur. Sr:v Ecs.\ Ne.. �r..uya E nr..rrrry CONTRACT#: 26300412 PROJECT #: BID/RFP/RFQ#: Project Name / Contract Description: DRPS HS #5 & #6 VFD Replacement Name of Contractor: Zone Industries CONTRACT TOTAL VALUE: $ 176,400 Grant Funded Yes Debarment Check n Yes n No n N/A Section 3 Plan Incl. Yes No � N/A • NEW CONTRACT n RENEWAL # No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # OTHER No • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) One bid solicited and received from Zone Industries. Repair services are available through the Buyboard Cooperative Purchasing Agreement (ITB # 770-25) effective 7/1/2025 - 6/30/2028. Funding sourced from project code WA2604-CONSTRUCT, account code WPWOC-6580. (If required)* CRC Approval Date*: N/A Council Approval Date*: 03/26/26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: WU Performance Bond: BW Payment Bond: BW Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT ASST CITY MGR — CFO ,bu In Q. C10,ASLt LEGAL DEPARTMENT APPROVED & EXECUTED CITY MANAGER N/A MAYOR (if applicable) N/A CITY SECRETARY (if applicable) 9.12.23 UPDATED 3/16/2026 3/16/2026 3/16/2026 DATE DATE DATE DATE DATE DATE Page 522 of 1298 CITY OF COLLEGE STATION STANDARD FORM OF CONSTRUCTION AGREEMENT This Agreement is entered into by and between the City of College Station, a Texas home -rule municipal corporation (the "City") and ZONE INDUSTRIES (the "Contractor") for the construction and/or installation of the following: Replacement of DRPS HS #5 & #6 VFD 1. DEFINITIONS 1.01 Calendar Day. The term "calendar day" shall mean any day of the week or month, no days being excepted. 1.02 City. The term "City" shall mean and be understood as referring to the City of College Station, Texas. 1.03 Citv's Consultant. The term "City's Consultant" or "Consultant" shall mean and be understood as referring to the City's design professional(s) for the Project. 1.04 Citv's Representative. The term "City's Representative" or "Representative" shall mean and be understood as referring to the City Manager or his delegate or delegates, including a project management firm if applicable, who shall act as City's agent. 1.05 Contingency Amount. The term "Contingency Amount" shall mean and be understood as referring to the amount established and appropriated by the City, to be used exclusively by the City and in the City's sole discretion, to pay City -authorized costs associated with Change Orders and other related expenses for this Project. The Contractor agrees that the Contingency Amount, if any, is established by and is for the sole use of the City, that the Contingency Amount is not included in the Contract Amount, and that the Contractor has no right to use or receive any Contingency Amount unless authorized by the City in a written and duly authorized change order. The City's Contingency Amount is: zero and no /100 Dollars ($ 0.00 ). 1.06 Contract Amount. The term "Contract Amount" shall mean the amount of Contractor's lump sum base bid proposal, together with all alternates, as accepted by the City in accordance with the Contractor's Proposal. In the case of a unit price contract, Contract Amount shall mean the sum of the product of all unit prices multiplied by the respective estimated final quantities of work, for all base bid and alternates, as accepted by the City. Except in the event of a duly authorized change order approved by the City as provided in this Agreement, and in consideration of the Contractor's final completion of all Work in conformity with this Agreement, the City shall pay the Contractor an amount not to exceed: One Hundred Seventy -Six Thousand Four Hundred and NO /100 Dollars ($ 176,400.00 ). 1.07 Contract Documents. The term "Contract Documents" shall mean those documents listed in Section 2.01. 1.08 Contractor. The term "Contractor" shall mean the person(s), partnership, or corporation who has agreed to perform the Work contemplated in this Agreement and the other Contract Documents. 1.09 Contractor's Proposal. The term "Contractor's Proposal" shall mean the document provided by the Contractor in response to, and shall include all information required by the City's Request for Proposal/Invitation to Bid for the Project. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page I Page 523 of 1298 1.10 Extra Work. The term "Extra Work" shall mean and include work that is not covered or contemplated by the Contract Documents but that may be required by City's Representative and approved by the City in writing prior to the work being done by the Contractor. 1.11 Final Completion. The term "Final Completion" shall mean that all the Work has been completed, all final punch list items have been inspected and satisfactorily completed, all payments to materialmen and subcontractors have been made, all documentation and warranties have been submitted, and all closeout documents have been executed and approved by the City. 1.12 Hazardous Substance. The term "Hazardous Substance" shall mean and include any element, constituent, chemical, substance, compound, or mixture, which is defined as a hazardous substance by any local, state or federal law, rule, ordinance, by-law, or regulation pertaining to environmental regulation, contamination, clean- up or disclosure, including, without limitation, The Comprehensive Environmental Response, Compensation and Liability Act of 1980 ("CERCLA"), The Resource Conservation and Recovery Act ("RCRA"), The Toxic Substances Control Act ("TSCA"), The Clean Water Act ("CWA"), The Clean Air Act ("CAA"), and the Marine Protection Research and Sanctuaries Act ("MPRSA"), The Occupational Safety and Health Act ("OSHA"), The Superfund Amendments and Reauthorization Act of 1986 ("SARA"), or other state superlien or environmental clean-up or disclosure statutes including all state and local counterparts of such laws (all such laws, rules and regulations being referred to collectively as "Environmental Laws"). 1.13 Environmental Laws. The term "Environmental laws" shall mean collectively, any local, state or federal law, rule, ordinance, by-law, or regulation pertaining to environmental regulation, contamination, clean-up or disclosure, including, without limitation, The Comprehensive Environmental Response, Compensation and Liability Act of 1980 ("CERCLA"), The Resource Conservation and Recovery Act ("RCRA"), The Toxic Substances Control Act ("TSCA"), The Clean Water Act ("CWA"), The Clean Air Act ("CAA"), and the Marine Protection Research and Sanctuaries Act ("MPRSA"), The Occupational Safety and Health Act ("OSHA"), The Superfund Amendments and Reauthorization Act of 1986 ("SARA"), or other state superlien or environmental clean-up or disclosure statutes including all state and local counterparts of such laws. 1.14 Interpretation of Phrases. Whenever the words "directed", "permitted", "designated", "required", "considered necessary", "prescribed", or words of like import are used, it is understood that the direction, requirement, permission, order, designation, or prescription of City's Representative is intended. Similarly, the words "approved", "acceptable", "satisfactory", or words of like import shall mean approved by, accepted by, or satisfactory to City's Representative. 1.15 Nonconforming work. The term "nonconforming work" shall mean Work or any part thereof that is rejected by City's Representative as not conforming with the Contract Documents. 1.16 Parties. The "parties" are the City and the Contractor. 1.17 Proiect. The term "Project" shall mean the construction of an improvement to real property where the Work comprises either whole or a part of such construction and which may include construction by the City or separate contractors. 1.18 Proiect Manager. The term "Project Manager" shall mean the Contractor' s Project Manager. The Project Manager shall assist the City in performing various administrative and oversight duties relating to the Work, subject to limitations in authority that must be verified by Contractor. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 2 Page 524 of 1298 1.19 Subcontractor. The term "subcontractor" shall mean and include only those hired by and having a direct contract with Contractor for performance of work on the Project. The City shall have no responsibility to any subcontractor employed by a Contractor for performance of work on the Project, and all subcontractors shall look exclusively to the Contractor for any payments due. 1.20 Substantially Comnleted. The term "Substantially Completed" means that in the opinion of the City's Representative the Project, including all systems and improvements, is in a condition to serve its intended purpose but still may require minor miscellaneous work and adjustment. Final payment of the Agreement Price, including retainage, however, shall be withheld until Final Completion and acceptance of the Work by the City. Acceptance by the City shall not impair or waive any warranty obligation of Contractor. 1.21 Work. The term "Work" as used in this Agreement shall mean the construction and services required by the Contract Documents and Exhibits, including any duly authorized change orders, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill its obligations. The Work may constitute the whole or a part of the Project. The Work includes but is not limited to all labor, parts, supplies, skill, supervision, transportation, services, and other facilities and all other items needed to produce, construct, and fully complete the Project. 1.22 Working Day. A "working day" means any day not including Saturdays, Sundays, or legal holidays. 2. CONTRACT DOCUMENTS 2.01 The Contract Documents and their priority shall be as follows: (a) This signed Agreement. (b) Addendum to this Agreement. (c) General Conditions, as may be applicable. (d) Special Conditions, as may be applicable. (e) Specifications, including the technical specifications set out at BCS Unified Design Guidelines ("Specifications"). (t0 Plans. (g) Instructions to Bidders and any other notices to Bidders or Contractor. (h) Performance bond, Payment bonds, Bid bonds and Special bonds. (i) Contractor's Proposal. 2.02 Where applicable, the Contractor will be furnished three (3) sets of plans, specifications, and related Contract Documents for its use during construction. Plans and Specifications provided for use during construction shall be furnished directly to the Contractor only. 2.03 The Contractor shall distribute copies of the Plans and Specifications to suppliers and subcontractors as necessary. The Contractor shall keep one (1) copy of the Plans and Specifications accessible at the work site with the latest revisions noted thereon. For proper execution of the Work contemplated by this Agreement, additional sets of drawings, plans and specifications may be purchased by the Contractor. 2.04 All drawings, specifications, and copies thereof furnished by the City shall not be re -used on other work, and with the exception of one (1) copy of the signed Contract Documents, all documents, including sets of the Plans and Specifications and "as built" drawings, are to be returned to the City on request at the completion of the Work. All Contract Documents, models, mockups, or other representations are the property of the City. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page3 Page 525 of 1298 2.05 In the event of inconsistencies within or between parts of the Contract Documents, the Contractor shall (1) provide the better quality or greater quantity of Work, or (2) comply with the more stringent requirement, either or both in accordance with the City's interpretation. The terms and conditions of this Section 2.05, however, shall not relieve the Contractor of any of the obligations set forth in Sections 8.01. and 8.02 of this Agreement. 3. AWARD OF CONTRACT 3.01 Upon the notice of intent to award of the contract by the City, the parties shall execute this Agreement, and the Contractor shall deliver to City's Representative all documents, bonds, and certificates of insurance required herein. 3.02 Time is of the essence of this Agreement. Accordingly, the Contractor shall be prepared to perform the Work in the most expedient and efficient possible manner in order to complete the Work by the times specified in this Agreement for Substantial Completion and Final Completion. In addition, the Contractor's work on the Project shall be commenced on the date to be specified in the City's written notice to proceed. The notice to proceed may not be given, nor may any Work be commenced, until this Agreement is fully executed and complete, including all required exhibits and other attachments, particularly those required under Sections 27 and 28 (Insurance & Bonds). 4. CITY'S REPRESENTATIVE 4.01 The Contractor shall forward all communications, written or oral, to the City through the City's Representative. 4.02 The City's Representative may periodically review and inspect the Work of the Contractor. 4.03 The City's Representative shall appoint, from time to time, such subordinate supervisors or inspectors as City's Representative may deem proper to inspect the Work performed under this Agreement and ensure that said Work is performed in accordance with the Plans and Specifications. 4.04 The City's Representative shall interpret questions concerning the Contract Documents. The City's inspector has authority to reject any of the Work for failure to comply with the Contract Documents and/or applicable laws. 4.05 Should the Contractor object to any orders by any subordinate supervisor or inspector, the Contractor may, within two (2) days from receipt of such order, make written appeal to City's Representative for his decision. 5. INDEPENDENT CONTRACTOR 5.01 In all activities or services performed hereunder, the Contractor is an independent contractor and not an agent or employee of the City. The Contractor, as an independent contractor, shall be responsible for the final product contemplated under this Agreement. Except for materials furnished by the City, the Contractor shall supply all materials, equipment and labor required for the execution of the Work. The Contractor shall have ultimate control over the execution of the Work under this Agreement. The Contractor shall have the sole obligation to employ, direct, control, supervise, manage, discharge, and compensate all of its employees and subcontractors, and the City shall have no control of or supervision over the employees of the Contractor or any of the Contractor's subcontractors except to the limited extent provided for in this Agreement. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page4 Page 526 of 1298 5.02 Standard of Care. The Work shall be performed in a good and workmanlike manner, and in accordance with this Agreement, and all applicable laws, codes, and regulations. The construction of the Project is subject to amendments and adjustments to the Contract required by any applicable changes in regulations or requested or approved by in writing by the City. If at any time during the progress of the Work the Contractor becomes aware of any errors or omissions in the Plans or Specifications for this Project or that the Agreement deviates from applicable legal requirements, Contractor shall promptly provide written notice thereof to the City. The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. 5.03 The Contractor shall retain personal control and shall give its personal attention to the faithful prosecution and completion of the Work and fulfillment of this Agreement. The Contractor shall be responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. The subletting of any portion or feature of the Work or materials required in the performance of this Agreement shall not relieve the Contractor from its obligations to the City under this Agreement. The Contractor shall appoint and keep on the Project site during the progress of the Work, including at all times subcontractors are present at the Project site, a competent English speaking Project Manager and/or superintendent and any necessary assistants, all satisfactory to City's Representative, to act as the Contractor's representative and to supervise its employees and subcontractors. All directions given to the Project Manager and/or superintendent shall be binding as if given to the Contractor. Adequate supervision by competent and reasonable representatives of the Contractor is essential to the proper performance of the Work, and lack of such supervision shall be grounds for suspending the operations of the Contractor and is a breach of this Agreement. 5.04 Unless otherwise stipulated, the Contractor shall provide and pay for all labor, materials, tools, equipment, transportation, facilities, and drawings, including engineering, and any other services necessary or reasonably incidental to the performance of the Work by the Contractor. Any additional work, material, or equipment needed to meet the intent of this provision shall be supplied by the Contractor without claim for additional payment, even though not specifically mentioned herein. 5.05 Any injury or damage to the Contractor or the Project caused by an act of God, natural cause, a party or entity not privy to this Agreement, or other force majeure shall be assumed and borne by the Contractor. 6. DISORDERLY EMPLOYEES The Contractor agrees to employ only orderly and competent employees skillful in the performance of the type of work required, and agrees that whenever City's Representative shall inform the Contractor in writing that any person or persons on the Project are, in his opinion, incompetent, unfaithful, or disorderly, such person or person shall be discharged from the Project and shall not again be re-employed on the site or the Project without City's Representative's written permission. 7. HOURS OF WORK The Contractor may work Monday through Friday from 7 a.m. to 6 p.m., exclusive of Saturdays, Sundays, or legal holidays. The Contractor may work overtime, weekends, and holidays only when approved in advance by the City's Representative. The time for Substantial Completion shall not be affected in any way by inclusion of this section or by the City's consent or lack of consent to work outside of the times specified in this Agreement. 8. NATURE OF THE WORK 8.01 It is understood and agreed that the Contractor has, by careful examination, studied and compared the Plans and other Contract Documents, satisfied itself as to the nature and location of the Work, the conditions of Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 15 Page 527 of 1298 the ground and soil, the nature of any structures, the character, quality, and quantity of the material to be utilized, the character of equipment and facilities needed for and during the prosecution of the Work, the time needed to complete the Work, Contractor's ability to meet all deadlines and schedules required by this Agreement, the general and local conditions, including but not limited to weather, and all other matters that in any way affect the Work under this Agreement. These obligations are for the purpose of facilitating construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, any errors, inconsistencies or omissions discovered, or which reasonably should have been discovered by the Contractor shall be reported promptly to the City as a request for information in such form as the City may require. However, the Contractor shall not perform any act or do any Work that places the safety of persons at risk or potentially damages materials or equipment used in the Project, and the Contractor shall do nothing that would render any test or tests erroneous. 8.02 Any design errors or omissions noted by the Contractor shall be reported promptly to the City, but it is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional unless otherwise specifically provided in the Contract Documents. Any nonconformity discovered by or which reasonably should have been discovered or made known to the Contractor shall be reported promptly to the City. 8.03 If the Contractor fails to perform the obligations of Sections 8.01. and 8.02., the Contractor shall pay such costs and damages to the City as would have been avoided if the Contractor had performed such obligations. The Contractor shall not be liable to the City for damages resulting from errors, inconsistencies or omissions in the Contract Documents or for differences between field measurements or conditions and the Contract Documents unless the Contractor recognized or reasonably should have recognized such error, inconsistency, omission or difference and knowingly failed to report it to the City. 9. POST -AGREEMENT AWARD MEETINGS 9.01 Prior to the commencement of the Work, the parties shall meet and attend a post -agreement award meeting at the time and place determined by City's Representative. At the post -agreement award meeting, the parties shall meet, discuss, and finalize all schedules, including commencement date, and/or specifications submitted for review. No later than ten (10) days prior to the post -agreement award meeting, the Contractor shall submit to City's Representative the following documents: (a) Schedule for performance of the Work ("Construction Schedule"). Project Schedule contemplated, including the starting and ending date, as well as an indication of the completion of stages of Work hereunder. Such document, once approved by the City and, if applicable, the City's Consultant shall be incorporated into this Agreement as a Contract Document and attached hereto as Exhibit E. If not accepted, the Construction Schedule shall be promptly revised by the Contractor in accordance with the recommendations of the City and Consultant and resubmitted for acceptance. The Construction Schedule shall not be modified except by written change order. Additional days or changes to the number of days in the Construction Schedule shall also be by written change order. After a written change order is approved and fully executed by all parties, the Contractor shall submit an updated Construction Schedule that reflects changes authorized by approved change orders. The Construction Schedule shall not exceed time limits current under the Contract Documents, shall be submitted with each pay application, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. (b) The names and addresses of all proposed subcontractors in writing. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page6 Page 528 of 1298 (c) Schedules of the starting and ending dates of subcontractors and the scope of Work contemplated for subcontractors. (d) Name, local office, phone number and addresses and, home phone numbers for the Contractor and its Project Superintendent/Manager. (e) For construction projects, four (4) copies of all shop and/or setting drawings or schedules for the submission thereof, including PDF/electronic versions and CAD files. (f) Where applicable, materials procurement schedules and material supplier names, addresses and phone numbers. 9.02 The City's Representative, within five (5) working days after the initial post -agreement award conference or any other meetings, may submit minutes of the meeting to the Contractor. The Contractor shall thereafter have five (5) working days to review the minutes and make its objections, changes, or reductions thereto in writing. The Contractor shall thereafter sign the minutes and promptly return them to City's Representative. Where there is disagreement, City's Representative will make the final determination. 10. PROGRESS OF WORK 10.01 The Construction Schedule shall be in a detailed precedence -style critical path method ("CPM") or primavera-type format satisfactory to the City and the Consultant. The Construction Schedule shall also (i) provide a graphic representation of all activities and events that will occur during performance of the Work; (ii) identify each phase of construction and occupancy; and (iii) set forth dates that are critical in ensuring the timely and orderly completion of the Work in accordance with the requirements of the Contract Documents (hereinafter referred to as "Milestone Dates"). If not accepted, the Construction Schedule shall be promptly revised by the Contractor in accordance with the recommendations of the City and Consultant and resubmitted for acceptance. 10.02 Further, the parties shall be subject to the following: (a) The Contractor shall submit a Construction Schedule and schedule of values at the initial post - agreement award meeting and subsequent meetings. (b) City's Representative shall be entitled to make objections to the Contractor's Construction Schedule submitted herein. The Contractor shall promptly resubmit a revised Construction Schedule to City's Representative. (c) The Project Superintendent/Manager shall coordinate its activities with City's Representative. If required by the City, the Contractor shall provide a weekly schedule of planned activities, which may be reviewed on a daily basis. (d) The Contractor shall submit, at such time as may reasonably be requested by City's Representative, additional schedules that shall list the order in which the Contractor proposes to carry on the Work with dates at which the Contractor will start the several parts of the Work and the estimated dates of completion of the several parts. (e) The Contractor shall attend additional meetings called by City's Representative upon twenty-four (24) hours written notice unless otherwise agreed in writing by the parties. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page7 Page 529 of 1298 (f) When the City is having other work done, either by agreement or by its own force, City's Representative may direct the time and manner of work done under this Agreement so that conflicts will be avoided and the various work being done by and for the City shall be coordinated. (g) In the event that it is determined by the City that the progress of the Work is not in accordance with the approved Construction Schedule, the City may so inform the Contractor and require the Contractor to take such action as is necessary to insure completion of the Project within the time specified. 10.03 The process of approving the Construction Schedule and updates to the Construction Schedule shall not constitute a warranty by the City that any non -Contractor milestones or activities will occur as set out in the Construction Schedule. Approval of the Construction Schedule does not constitute a commitment by the City to furnish any City -furnished information or material any earlier than the City would otherwise be obligated to furnish that information or material under the Contract Documents. Failure of the Work to proceed in the sequence scheduled by Contractor shall not alone serve as the basis for a claim for additional compensation or time. In the event there is interference with the Work which is beyond its control, Contractor shall attempt to reschedule the Work in a manner that will hold the additional time and costs beyond its control to a minimum. The Contractor shall monitor the progress of the Work for conformance with the requirements of the Construction Schedule and shall promptly advise the City of any delays or potential delays. In the event the Construction Schedule indicates any delays, the Contractor shall propose an affirmative plan to correct the delay. In no event shall any adjustment to the Construction Schedule constitute an adjustment in the Contract Time, any Milestone Date or the Contract Sum unless any such adjustment is agreed to by the City and authorized pursuant to Change Order. 10.04 The Contractor shall also prepare a submittal schedule promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Consultant's approval. The Consultant's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (i) be coordinated with the Contractor's Construction Schedule; and (ii) allow the Consultant reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. 10.05 In the event the City determines that the performance of the Work, as of a Milestone Date or otherwise, has not progressed or reached the level of completion required by the Contract Documents, the City shall have the right to order the Contractor to take corrective measures necessary to expedite the progress of construction, including, without limitation, (i) working additional shifts or overtime; (ii) supplying additional manpower, equipment, and facilities; and (iii) other similar measures (hereinafter referred to collectively as "Extraordinary Measures"). Such Extraordinary Measures shall continue until the progress of the Work complies with the stage of completion required by the Contract Documents. The City's right to require Extraordinary Measures is solely for the purpose of ensuring the Contractor's compliance with the Construction Schedule. (a) The Contractor shall not be entitled to an adjustment in the Contract Sum in connection with Extraordinary Measures required by the City under or pursuant to this Subsection. (b) The City may exercise the rights furnished the City under or pursuant to this Subsection as frequently as the City deems necessary to ensure that the Contractor's performance of the Work will comply with any Milestone Date or completion date set forth in the Contract Documents. 10.06 Work Stoppage. If in the judgment of either the City or City's Representative any of the Work or materials furnished is not in strict accordance with this Agreement or any portion of the Work is being performed Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 1 8 Page 530 of 1298 so as to create a hazardous condition, they may, in their sole discretion, order the Work of the Contractor or any subcontractor wholly or partially stopped until any objectionable person, work, or material is removed from the premises. Such stoppage or suspension shall neither invalidate any of the Contractor's performance obligations under this Agreement, including the time of performance and deadlines therefore, nor will any extra charge be allowed the Contractor by reason of such stoppage or suspension. 11. SITE CONDITIONS AND MANAGEMENT 11.01 Where the Contractor is working around or in existing structures, it shall verify conditions at the site, including but not limited to, door openings and passages. Any items constructed or manufactured off -site or outside of buildings shall be done so that they are not too bulky for existing facilities. The Contractor shall provide special apparatus as required to handle any such items. All special handling equipment charges shall be at the Contractor's expense. Further, Contractor shall include in its price for the Work, all labor, materials, equipment and/or engineering services required to protect the adjacent properties and/or structures from damage due to performance of the Work. 11.02 The Contractor shall be responsible for all power, light, and water required to perform the Work. 11.03 Throughout the progress of the Work, the Contractor shall keep the working area free from debris of all types, and remove from premises all rubbish, resulting from any work being done by him At the completion of the Work, the Contractor shall leave the premises in a clean and finished condition. Any failure to do so may be remedied and charged back to the Contractor. 11.04 Layout of Work. Except as specifically provided herein, the Contractor shall lay out all Work in a manner acceptable to City's Representative in accordance with applicable City of College Station codes and ordinances. City's Representative will review the Contractor's layout of all structures and any other layout work done by the Contractor at the construction meeting, or at the Contractor's request, but this review does not relieve the Contractor of the responsibility of accurately locating all Work in accordance with the Plans and Specifications. 11.05 Lines and Grades. All lines and grades shall be furnished by the Contractor. Benchmarks and control stakes have been provided by the City's Representative. All benchmarks and control stakes shall be carefully preserved by the Contractor. In case of destruction or removal of the same by the Contractor, its subcontractors, or employees, such stakes, marks, etc. shall be replaced by the Contractor at the Contractor's expense. If the Contractor fails to do so, the City may do so and charge back the Contractor. Additional construction staking as needed for the Work, including lines and grades, shall be the sole responsibility of the Contractor, and the Contractor shall receive no extra time or compensation therefor. 11.06 The Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as any information furnished by the City, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the City and the Consultant any errors, inconsistencies or omissions discovered by or made known to the Contractor. It is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise specifically provided in the Contract Documents. Contractor acknowledges the City does not represent nor warrant the accuracy or completeness of information provided by the City related to existing conditions and locations of existing utilities and services. Such information if provided, is provided to the Contractor as a matter of convenience and does not substitute for the Contractor using due diligence to reasonably observe and or to Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page9 Page 531 of 1298 access space to determine errors, inconsistencies or omissions. In all cases of interconnection of the Work with existing conditions, Contractor shall verify at the site all dimensions relating to such existing conditions. 11.07 Contractor's Structures. The building or locating of structures or the erection of tents or other forms of protection will be permitted only at such places as City's Representative shall permit. The Contractor shall not damage the property where such structures are allowed and shall at all times maintain sanitary conditions in and about such structures in a manner satisfactory to the City. The City may charge the Contractor for any damage or injury to the City, its property, or third persons as a result of the location or use of such structures. 11.08 The Contractor and any entity over whom the Contractor has control shall not erect any sign on the Project site without the prior written consent of the City. 11.09 City may have other work related to the Project performed at the Project site during the time the Work is performed. Contractor should schedule its Work to coordinate with the work of other contractors and utilities with the understanding that some of that work may be performed at times other than as set out in the Contract Documents or as otherwise anticipated. City will endeavor to have such other work performed so as not to unduly interfere with Contractor's performance when Contractor notifies City of specific reasonable needs well in advance of those needs and where it is possible to do so. In the event of substantial delay caused by another contractor or a utility, after advance notice of its needs by Contractor, Contractor will be entitled to make a claim for an extension of time as provided herein. 11.10 When two or more contractors, including Contractor, are employed on related or adjacent work or obtain materials from the same material source, or when work must be completed by one contractor before another can begin, each shall conduct his operations in such a manner as not to cause any unnecessary delay or hindrance to the other. Each contractor, including Contractor if applicable, shall be responsible to the other for all damage to work, to persons, or to property caused to the other by his operations, and for loss caused the other due to unreasonable or unjustified delays or failure to finish the work or portions thereof, or furnish materials within the time requested. Should Contractor cause damage to the work or property of any separate contractor at the Project site, or should any claim arising out of Contractor's separate contractor at the Project site, or should any claim arising out of Contractor's performance of the Work be made by any separate contractor against Contractor, City or other consultants, or any other person, Contractor shall promptly attempt to settle with such other contractor by agreement, or to otherwise resolve the dispute. Contractor shall, to the fullest extent permitted by applicable laws, indemnify and hold City harmless from and against all claims, damages, losses and expenses (including, but not limited to, fees of architects, attorneys and other professionals and court costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any separate contractor against City to the extent based on a claim arising out of Contractor's negligence. 12. MATERIALS 12.01 Materials or work described in words that when so applied have well-known technical or trade meaning shall be held to refer to such recognized standards. All work shall be done and all materials furnished in strict conformity with this Agreement, the other Contract Documents, and recognized industry standards. When specific products, systems or items of equipment are referred to in the Contract Documents, any ancillary devices necessary for connecting the products, systems or items of equipment shall also be provided. When standards, codes, manufacturer's instructions and guarantees are required by the Contract Documents, the current edition at the time of Contract execution shall apply, unless another edition is specified in the Contract Documents. References to standards, codes, manufacturer's instructions and guarantees shall apply in full, except (1) they do not supersede more stringent standards set out in the Contract Documents, and (2) any exclusions or waivers that are inconsistent with the Contract Documents do not apply. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 10 Page 532 of 1298 12.02 All materials shall be approved by the City prior to purchase by the Contractor. Unless otherwise specified herein, the Contractor shall purchase all materials and equipment outright and shall not subject the materials and equipment utilized in the Project to any conditional sales agreement, bailment, lease, or other agreement reserving unto seller any right, title, or interest therein. Title to all materials, but not risk of loss, shall pass to the City upon delivery to the Project. 12.03 Where the City deems it necessary to supply materials, it may furnish to the Contractor the list of materials set forth in the attached "List of City Furnished Materials". Upon receipt of said materials, the Contractor shall immediately furnish to the City a written receipt. Moreover, the Contractor shall, on behalf of the City, accept delivery of the materials set forth in the attached "List of Materials Ordered by the City". Under such circumstances, the Contractor shall promptly forward to the City for payment the supplier's invoice together with the Contractor's receipt in writing for such materials. (a) Upon acceptance of the materials furnished or ordered by the City, the Contractor warrants that it shall properly handle, transport, store and safeguard the materials. (b) Further, the Contractor shall repair, repaint or replace any and all materials or any part thereof damaged or stolen while in its possession. Such materials are considered to be in the Contractor's possession from the moment the Contractor either accepts delivery of the materials or signs a receipt accepting delivery of said materials until the Project is accepted by the City's Representative. (c) Before transporting any of the materials furnished or ordered by the City, the Contractor shall establish to the City's satisfaction that it has obtained insurance against losses, theft, damage, equal to or greater than the amounts spent by the City in securing said materials. It shall be incumbent upon the Contractor to verify the cost of materials. (d) The City shall not be obligated to furnish materials in excess of the quantities, size, kind, and type set forth in the attached List of City Furnished Materials and List of Materials Ordered by the City. If the City furnishes, and the Contractor accepts, materials in excess thereof, the values of such excess materials shall be their actual cost as stated by the City. (e) Upon delivery, the Contractor shall promptly receive, unload, transport, and handle all materials and equipment on the List of Materials Ordered by the City at its expense and shall be responsible for all shipping costs. 12.04 Materials and supplies shall be new and of good quality. Upon request, the Contractor shall supply proof of quality and manufacturer. No refurbished, reconditioned, or other previously utilized materials or supplies will be used without the prior signed authorization of City's Representative. The Contractor may utilize substitutes of equal quality and function only upon the prior written authorization of the City's Representative. The City's Representative may require documentation as to quality and function, including manufacturer's specifications, to insure that the proposed substitute is equal to the required material or supply. The City's Representative shall have sole discretion over the use of substitute materials and supplies. Contractor shall bear the risk of any delay in performance caused by submitting substitutions. 12.05 Only materials and equipment which are to be used directly in the Work shall be brought to and stored on the Project site by the Contractor. After equipment is no longer required for the Work, it shall be promptly removed from the Project site. Protection of construction material and equipment stored at the Project site from weather, theft, damage and all other perils is solely the responsibility of the Contractor. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page I I Page 533 of 1298 12.06 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a subcontractor, sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 12.07 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. 12.08 Samples are physical examples that illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 12.09 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. Their purpose is to demonstrate the way by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work for which the Contract Documents require submittals. 12.10 The Contractor shall review for compliance with the Contract Documents, approve and submit to the City's Consultant Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents in accordance with the submittal schedule approved by the City's Consultant or, in the absence of an approved submittal schedule, with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the City or of separate contractors. 12.11 By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents to the City and City's Consultant that the Contractor has (1) reviewed and approved them, (2) determined and verified materials, field measurements and field construction criteria related thereto, or will do so and (3) checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. 12.12 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the City's Consultant. 12.13 The Work shall be in accordance with approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the City's Consultant's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the City's Consultant in writing of such deviation at the time of submittal and (1) the City's Consultant has given written approval to the specific deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the City's Consultant's approval thereof. 12.14 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the City's Consultant on previous submittals. In the absence of such written notice, the City's Consultant's approval of a resubmission shall not apply to such revisions. 12.15 Contractor shall be liable for and the City may withhold from Contractor's payments any amount of additional fees charged by City's Consultant for excessive resubmittal review. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 12 Page 534 of 1298 13. ENTRY, OBSERVATION, TESTING & POSSESSION 13.01 The City reserves the right to enter the Project site or sites by such employee(s) or agent(s) as it may elect for the purpose of inspecting the work. The City further reserves the right to enter the Project site or sites for the purpose of performing such collateral work as the City may desire. 13.02 The City's Representative shall have the right, at all reasonable times, to observe and test the work. The Contractor shall make necessary arrangements and provide proper facilities and access for such observation and testing at any location where the Work or any part thereof is in preparation or progress. The Contractor shall ascertain the scope of any observation that may be contemplated by City's Representative and shall give ample notice as to the time each part of the Work will be ready for observation. 13.03 The City's Representative may require Contractor to remove, dismantle, or uncover completed work. If the work is not in accordance with the Plans, Specifications, or other Contract Documents, the Contractor shall pay the costs of repair and restoration of the work required to be removed, dismantled, or uncovered. Unless Contractor is obligated to provide advance notice of inspection, prior to covering up the work, and fails to do so, if said work is in accordance with the -Plans, -Specifications, and other Contract Documents, the City shall pay the costs of repair and restoration of the work. 13.04 City shall have the right to take possession of and use any completed or partially completed portions of the Project prior to the time for completing the entire Project or such portions which may not have expired. The parties agree and understand that possession and use shall not constitute an acceptance of any work not completed in accordance with this Agreement. Further, insurance changes required to keep Contractor's insurance in effect shall be the responsibility of Contractor. 14. REJECTED WORK 14.01 All work deemed not in conformity with this Agreement as determined by the City in its sole discretion, may be rejected by the City. City's Representative may reject any work found to be defective or not in accordance with the Contract Documents, regardless of the stage of the work's completion or the time or place of discovery of such defects or inconsistencies and regardless of whether City's Representative has previously accepted the work through oversight or otherwise. Neither observations nor inspections, tests, or approvals made by City's Representative, or other persons authorized under this Agreement to make such observations, inspections, tests, or approvals, shall relieve the Contractor from the obligation to perform the Work in accordance with the requirements of this Agreement and the other Contract Documents. 14.02 If the work or any part thereof is rejected by the City, it shall be deemed by City's Representative as not in conformity with this Agreement. Any remedial action required, as set forth herein, shall be at the Contractor's expense, as follows: (a) The Contractor may be required, at the City's option, after notice from City's Representative, to remedy such work so that it shall be in full compliance with this Agreement. All rejected work or materials shall be immediately replaced in order to conform with this Agreement. (b) If the City deems it inexpedient to correct work damaged or not done in accordance with this Agreement, an equitable deduction from the agreed sum may be made by the City at the City's sole discretion. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 13 Page 535 of 1298 14.03 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a ten-day period after receipt of written notice from the City to commence and continue correction of such default or neglect with diligence and promptness, the City may, without prejudice to other remedies the City may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies, including City's expenses and compensation for the City's Consultant's additional services made necessary by such default, neglect or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the City. 15. SUBCONTRACTING & SUBCONTRACTORS 15.01 The Contractor agrees that it will retain personal control and will give its personal attention to the fulfillment of this Agreement. The Contractor further agrees that subletting of any portion or feature of the Work or materials required in the performance of this Agreement shall not relieve the Contractor from its full obligation to the City as provided by this Agreement. 15.02 Subcontractors must be approved by City's Representative prior to hiring or beginning any work on the Project. If City's Representative judges any subcontractor to be failing to perform the Work in strict accordance with the drawings and specifications, the Contractor, after due notice, shall discharge the same, but this shall in no way release the Contractor from its obligations and responsibility under this Agreement. Every subcontractor shall be bound by the terms and provisions of this Agreement and the Contract Documents as far as applicable to their work. Contractor's subcontract agreement shall provide that subcontractors shall assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the subcontractor's Work, which the Contractor, by these Documents, assumes toward the City and Consultant. The Contractor shall be fully responsible to the City for the acts and omissions of its subcontractors. Nothing contained herein shall create any contractual or employment relations between any subcontractor and the City. 16. PAYMENT 16.01 The City stipulates that it is an exempt organization as defined by the Limited Sales, Excise and Use Tax Act and, as such, is exempt from the payment of the sales tax on materials and supplies used in the performance of this Agreement. The Contractor shall issue exemption certificates to its suppliers and subcontractors in lieu of said sales tax for all such materials and supplies, and said exemption certificates must comply with the State Comptroller's Ruling No. 95-0.07 and shall be subject to the provision of the State Comptroller's Ruling No. 95- 0.09, effective October 1, 1969. 16.02 Progress Payment Applications. The Contractor shall submit applications for payment as provided for herein. Applications for payment will be processed by City's Representative. Before the first Application for Payment, the Contractor shall submit to the City a schedule of values allocated to various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the City may require ("Schedule of Values"). The Schedule of Values shall not overvalue early job activities and shall follow the trade divisions of the Specifications so far as possible. Modifications must be approved by City. This schedule, unless objected to by the City, shall be incorporated into this Agreement as a Contract Document and attached hereto as Exhibit F. The Schedule of Values shall be used as a basis for reviewing the Contractor's Applications for Payment. On or before the 15th day of each month, the Contractor shall submit to City's Representative, for approval or modification, an updated Project Schedule and a statement, backed by the Schedule of Values, showing as completely as practicable the total value of the actual work performed by the Contractor and accepted by the City up to and including the last day of the preceding month. The statement shall also include the value of all materials Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 14 Page 536 of 1298 not previously submitted for payment which have been delivered to the site but have not yet been incorporated into the Work. 16.03 Progress Payments. On or before the 30th calendar day following the City's receipt of a progress payment application made in conformity with Section 16.02, the City shall pay to the Contractor the approved amount of the progress payment based on the Contractor's applications for payment, and the recommendation and approval of City's Representative. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage of Work completed by the Contractor and approved by the City, but in each case less the aggregate of payments previously made, less retainage, and less amounts as City's Representative shall determine and the City may withhold in accordance with this Agreement. Upon Final Completion, including the delivery of all close out documents, such as "as built" drawings, warranties, guarantees, required additional materials, releases, operation and maintenance manuals, and acceptance of the Work in accordance with this Agreement, the City shall pay the remainder of the balance due under this Agreement, less any sums withheld under other terms of this Agreement and less the retainage, which shall be retained for a period of thirty (30) calendar days from the date of Final Completion. Acceptance of retainage by Contractor shall constitute a Waiver and Release of all claims by Contractor. 0 16.04 Retainage. From each approved statement, the City shall retain until final payment, ten percent (10%), where the full contract amount is less than $400,000.00, and five percent (5%), where the full contract amount is $400,000.00 or more. The City may also retain from each approved statement any other sums authorized under the terms of this Agreement. OR: n16.04 Retainage. This section has been removed. No retainage will be deducted. 16.05 If the actual amount of work to be done and the materials to be furnished differ from estimates and where the basis for payment is the unit price method, then payment shall be for the actual amount of accepted work done and materials furnished on the Project. 16.06 Reduction in the scope or quantity of work on unit price items shall merely reduce the number of units. In the event that materials have been delivered prior to notice of such reduction, the City will have the option either to pay freight & transportation costs and any re -stocking charges actually incurred by the Contractor or to purchase the materials. The Contractor shall never be entitled to anticipated or lost profits on the deleted or reduced portion of a job, whether bid on a unit price or lump sum basis. 16.07 The Contractor shall have the sole obligation to pay any and all charges or fees and give all notices necessary to and incidental to the lawful prosecution of the Work hereunder. The Contractor shall not and shall have no authority whatsoever to obligate the City to make any payments to another party nor make any promises or representation of any nature on behalf of the City, without the specific written approval of the City. 16.08 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the City may direct, but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable obj ection. 16.09 Unless otherwise provided in the Contract Documents: Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 15 Page 537 of 1298 (a) Allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; (b) Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Amount but not in the allowances; and (c) Whenever costs are more than or less than allowances, the Contract Amount shall be adjusted accordingly by Change Order. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 16.9(a) and (2) changes in the Contractor's costs under Section 16.9(b). 16.10 Suspension of Payments. The City, at any time, may suspend monthly progress payments on the Work if it determines that the projected liquidated damages may exceed retainage. The City, at any time, may suspend monthly progress payments if it believes that the Contractor will not complete the Work due to actual default or that the Contractor has represented or done some act that indicates that it will not complete the Work in accordance with this Agreement or within the time period submitted in its bid. Provided, however, City is in no way obligated to Contractor's surety to withhold payment pursuant to the provisions of this Section. 16.11 Withhold Funds. Regardless of any bond, the City may, on account of subsequently discovered evidence and in addition to the retainage withheld under Section 16.04, withhold funds or nullify all or part of any acceptance or certificate to such extent as may be necessary to protect itself from loss on account of any of the following, or as otherwise provided in this Agreement: (a) Defective work other than defects in design provided to Contractor by a person other than Contractor's agents, contractors, fabricators, or suppliers, or its consultants, of any tier for non -critical infrastructure. (b) Failure to timely disclose in writing to the City of a known defect, inaccuracy, inadequacy, or insufficiency in the plans, specifications or other design documents. (c) Claims made or reasonable evidence indicating probable filing of claims by unpaid vendors or other third parties. (d) Failure of the Contractor to make prompt payments to subcontractors for labor or material or materialmen. (e) Claims made or reasonable evidence indicating claims will be made for damage to another by the Contractor. (f) Claims made or reasonable evidence indicating claims will be made for damage to third parties, including adjacent property owners. (g) Claims made or reasonable evidence indicating claims will be made for unremedied damage to property owned by the City. (h) City's determination of an amount of liquidated damages. (i) Charges made for repairs to the Contractor's defective work or repairs made by the City to correct damage to other property. (j) Other amounts authorized under this Agreement or under any other agreement made between City and Contractor. (k) Corrections of mistakes, errors and overpayments in relation to prior pay applications and payments. Provided, however, City is in no way obligated to Contractor's surety to withhold payment pursuant to the provisions of this Section. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page I6 Page 538 of 1298 16.12 Virtual Payment Method. For increased payment and financial information security, the Contractor must use the City's approved virtual payment card system or digital payment system for all payments, storing, and modifications of financial information used for City payments to the Contractor. Any related reasonable fees paid by the Contractor for use of the virtual payment card system or digital payment system may be passed through to the City. 17. EXTRA WORK CHARGES 17.01 No changes shall be made, nor will bills for changes, alterations, modifications, deviations, and extra orders be recognized or paid for except upon the written order from authorized personnel of the City. 17.02 City Manager Approval. When the original contract amount plus all change orders is One Hundred Thousand Dollars ($100,000) or less, the City Manager or his designee may approve the written change order in accordance with 17.03 below, provided the change order does not increase the total amount set forth in the Contract to more than One Hundred Thousand Dollars ($100,000). For such contracts, when a change order results in a total contract amount that exceeds One Hundred Thousand Dollars ($100,000), the City Council of the City must approve such change order prior to commencement of the services or work. ❑ 17.03 For "Extra Work", as defined in this Agreement and authorized through written change orders, and pursuant to Section 252.048(d) of the Texas Local Government Code, the original Contract price may not be increased by more than twenty-five percent (25%). Written change orders that do not exceed twenty-five percent (25%) of the original Contract Amount may be made or approved by the City Manager or his delegate if the change order is equal to or less than Fifty Thousand Dollars ($50,000.00). Changes in excess of Fifty Thousand Dollars ($50,000.00) must be approved by the City Council prior to commencement of the services or work. Any requests by the Contractor for a change to the Contract Amount shall be made prior to the beginning of the work covered by the proposed change or the right to payment for Extra Work shall be waived. No course of conduct or dealings between the parties, nor implied acceptance of alterations or additions to the Work or changes to the Contract Schedule shall be the basis for any claim for an increase in compensation or change in time. Any cost incurred by Contractor in connection with any Extra Work shall be included in Contractor's requested change order and Contractor's failure to include any such cost shall act to Waive and Release any claim for such non -included cost. OR: ❑ 17.03 For construction contracts funded in whole or in part by Certificates of Obligations, for "Extra Work," as defined in this Agreement and authorized through written change orders, and pursuant to Section 271.060 of the Texas Local Government Code, a contract with an original contract price of $1 million or more may not be increased by more than twenty-five percent (25%). If a change order for a construction contract funded in whole or in part with certificates of obligation that has an original price of less than $1 million increases the Contract Amount to $1 million or more, subsequent change orders may not increase the revised Contract Amount by more than twenty-five percent (25%). Written change orders may be made or approved by the City Manager or his delegate if the change order is equal to or less than Fifty Thousand Dollars ($50,000.00). Changes in excess of Fifty Thousand Dollars ($50,000.00) must be approved by the City Council prior to commencement of the services or work. Any requests by the Contractor for a change to the Contract Amount shall be made prior to the beginning of the work covered by the proposed change or the right to payment for Extra Work shall be waived. No course of conduct or dealings between the parties, nor implied acceptance of alterations or additions to the Work or changes to the Contract Schedule shall be the basis for any claim for an increase in compensation or change in time. Any cost incurred by Contractor in connection with any Extra Work shall be Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 17 Page 539 of 1298 included in Contractor's requested change order and Contractor's failure to include any such cost shall act to Waive and Release any claim for such non -included cost. 17.04 The Contractor shall complete all Work as specified or indicated in the Contract Documents. The Contractor shall complete all Extra Work in connection therewith. All work and materials shall be in strict conformity with the specifications. The Substantial Completion of the Work shall not excuse the Contractor from performing all the Work undertaken, whether of a minor or major nature, and thereby completing the Project in accordance with the Contract Documents. In the event that the Contractor fails to perform the Work as required for Substantial Completion or Final Completion, the City may contract with a third party to complete the Work and the Contractor shall assume and pay the costs of the performance of the Work as contracted. (a) It is agreed that the Contractor shall perform all Extra Work under the direction of City's Representative when presented with a written work order signed by City. (b) No claim for Extra Work of any kind will be allowed unless ordered in writing by the City. In case any orders or instructions appear to the Contractor to involve Extra Work for which it should receive compensation or an adjustment in the construction time, it shall make written request to City's Representative for a written order from City authorizing such Extra Work. (c) Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefor, and the City insists upon its performance, then the Contractor shall proceed with the Work after making written requests for written orders in a change order and shall keep adequate and accurate account of the actual field costs therefor, as provided under Method C. (d) It is also agreed that the compensation to be paid to the Contractor for performing Extra Work shall be determined by one or more of the following methods: Method A - By agreed unit prices, or Method B - By agreed lump sum, or Method C - If neither Method A nor Method B is agreed upon before the Extra Work is commenced, then the Contractor shall be paid the actual field cost (as defined in subsection (g) below) of the Work. (e) Method A - Unit Prices. The Contractor agrees to perform Extra Work for the unit prices in the Contractor's Proposal. The Contractor also agrees and warrants that when it is necessary to construct units not shown in the Contract Documents, it shall construct such units for a price arrived at as follows: (1) The cost of materials shall be determined by the invoices; (2) The cost of labor shall be the reasonable cost thereof, as determined by the City, but in no event shall it exceed an amount determined by calculating the ratio of the total labor costs to the total costs to the total material costs in the section of the Proposal involved, and multiplying the cost of materials for the unit in question by this ratio. Provided, however, that the ratio shall be calculated for only those units that are similar to the new unit for which a price is to be determined. (f) Method B - Lump Sum. The lump sum shall be reasonably close to the amount for similar work previously done or combinations of similar units. Invoices for materials used shall be provided in support of the agreed lump sum. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 18 Page 540 of 1298 (g) Method C - Actual Field Costs. The actual field cost is hereby defined to include the cost of all applicable workmen and laborers, as well as materials, supplies, teams, trucks, rentals on machinery and equipment, for the time actually employed or used for such Extra Work, plus actual transportation charges necessarily incurred, together with other costs reasonably incurred directly on account of such Extra Work, including social security, old age benefits, maintenance bonds, public liability, property damage, workers' compensation, and all other insurance as may be required by law or ordinances or required and agreed to by the City or City's Representative. City's Representative may direct the form in which accounts of the actual field costs shall be kept and records of these accounts shall be made available to City's Representative. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using one hundred percent (100%), unless otherwise specified, of the latest schedule of equipment and ownership expenses adopted by the Associated General Contractors of America. Where practical, the terms and prices for the use of machinery and equipment shall be incorporated in the written Extra Work order. Actual field costs shall not exceed the prevailing market price therefor within reasonable tolerances as determined by City's Representative. The amount due to Contractor for costs other than actual field costs shall be calculated in accordance with the following standards: (1) No indirect or consequential damages will be allowed. (2) All damages must be directly and specifically shown to be caused by a proven wrong. No recovery shall be based on a comparison by planned expenditures to total actual expenditures or on estimated losses of labor efficiency, or on a comparison of planned man loading to actual man loading, or any other analysis that is used to show damages indirectly. (3) Damages are limited to extra costs specifically shown to have been directly caused by a proven wrong. (4) The maximum daily limit on any recovery for delay shall be the amount established by the Contractor for job overhead costs, defined in the pay applications, divided by the total number of days specified for completion called for in the original Contract. Absent an overhead amount in the Schedule of Values, the amount estimated by Contractor for job overhead cost shall be used. 18. TIME OF COMPLETION 18.01 The date of beginning, the time for Substantial Completion and Final Completion of Work as specified in this Agreement are of the essence of this Agreement. 18.02 The Work embraced by this Agreement shall be commenced on the date specified in the notice to proceed. Said notice to proceed may be given orally or set by the City's Representative at the post -award conference. 18.03 The Work shall be Substantially Completed within the time bid, which shall run from the date when the notice to proceed is given by City's Representative. The Contractor bid calendar days for the time within which it shall reach Substantial Completion of the Project. 18.04 The Work shall reach Final Completion and be ready for final payment within thirty (30) calendar days from the date of Substantial Completion. 19. SUBSTANTIAL COMPLETION Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 19 Page 541 of 1298 19.01 The Contractor shall notify City's Representative when, in the Contractor's opinion, the Contract is Substantially Completed. Within ten (10) calendar days after the Contractor has given City's Representative written notice that the Work has been Substantially Completed, City's Representative shall inspect the Work for the preparation of a final punch list. (a) If City's Representative and the City find that the Work is not Substantially Completed, then they shall so notify the Contractor who shall then complete the Work. City's Representative shall not be required to provide a list of unfinished work. (b) If the City Representative and City find that the Work is Substantially Completed, the City shall issue to the Contractor its certificate of Substantial Completion. 19.02 The Substantial Completion of the Work shall not excuse the Contractor from performing all of the Work, whether of a minor or major nature, necessary for Final Completion and thereby completing the Project in accordance with the Contract Documents. 20. FINAL COMPLETION 20.01 Contractor shall notify the City's Representative when it believes that the Work has reached Final Completion as defined in this Agreement. If the City's Representative and the City accept and deems such Work Finally Complete, then Contractor shall be so notified and certificates of completion and acceptance, as provided herein, shall be issued. A complete itemized statement of this Agreement account, certified by the City's Representative as correct, shall then be prepared and delivered to Contractor. Contractor or City, as the case may be, shall pay the balance due as reflected by said statement within thirty (30) calendar days. 20.02 The Contractor shall procure all required certificates of acceptance or completions issued by state, municipal, or other authorities and submit the same to the City. The City may withhold any payments due under this Agreement until the necessary certificates are procured and delivered. 20.03 Neither the final payment nor any acceptance nor certificate nor any provision of this Agreement shall relieve the Contractor of any responsibility for faulty workmanship or materials. At the option of the City, the Contractor shall remedy any such defects and pay for any damage to other work which may appear after final acceptance of the Work. 21. DELAYS 21.01 The Contractor, in undertaking to complete the Work within the times herein fixed, has taken into consideration and made allowance for all hindrances and delays incident to such Work, whether growing out of delays in securing material or workmen or delays arising from inclement weather or otherwise. 21.02 The City may, in its sole discretion, delay the Work during inclement weather in order to preserve the Project, insure safety of work forces, and the preservation of materials and equipment. In such event and upon a written request from the Contractor, the City may grant an extension of time pursuant to Section 22 to offset for such stoppage of the Work. 21.03 No payment or compensation of any kind shall be made to the Contractor for damages because of hindrance or delay in the progress of the Work, unless such delays (1) are caused by the actual interference, fraud, bad faith or misrepresentation by the City or its agents, (ii) extend for an unreasonable length of time; or (iii) were not contemplated by the parties at the time of contracting. In the event of any delay entitling Contractor to an Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 20 Page 542 of 1298 increase in Contract Amount, except when due to City's intentional interference or fraud, Contractor's recovery shall be limited as outlined in Section 21.04 below. The City's reasonable exercise of any of its rights or remedies under the Contract, regardless of the extent or frequency, shall not under any circumstances be construed as interference with the Contractor's performance of the Work. 21.04 In the event of delays resulting from changes ordered in the Work by the City or other delays caused by the City or for the City's convenience, the Contractor may apply to the City for recovery of incidental damages resulting from increased storage costs or other costs necessary to protect the value of the Work. In no event shall any consequential or other damages be allowed or any other charges or claims be made by the Contractor for hindrances or delays resulting from any other cause. 22. EXTENSIONS OF TIME 22.01 The Contractor has submitted its proposal in full recognition of the time required for the completion of this Project, taking into consideration all factors including, but not limited to the average climatic range and industrial conditions. The Contractor has considered the liquidated damage provision of this Agreement and understands and agrees that it shall not be entitled to, nor will it request, an extension of time for either Substantial Completion or Final Completion, except when the Work has been delayed by one or more of the following: (a) An act or neglect of the City, the City's Representative, employees of the City, or other contractors employed by the City; (b) By changes ordered in the Work, or reductions thereto approved in writing; (c) By "rain days" (days with rainfall in excess of one -tenth of an inch) during the term of this Agreement that exceed the average number of rain days for such term for this locality, both as determined by the National Weather Service Forecast Office for Easterwood Airport in College Station, Texas (KCLL/CLL); or (d) By other causes that the City and the Contractor agree may reasonably justify delay and that were beyond the Contractor's reasonable control and ability to estimate, predict, or avoid, such as delays caused by unforeseen labor disputes, fire, natural disasters, acts of war, and other rare and unpredictable events. This term does not include normal delays incident to the delivery of materials, tools, or labor that reasonably could have been predicted and/or accounted for in the Contractor's Proposal or decision to bid. 22.02 If one or more of the foregoing conditions is present, the Contractor may apply in writing for an extension of time, within thirty (30) days of the occurrence of the event causing the delay, submitting therewith all written justification as may be required by the City's Representative. Within ten (10) calendar days after receipt of a written request for an extension of time, which is supported by all requested documentation, the City shall, in writing and in its sole discretion, grant or deny the request. Under no circumstances shall any extension of time by the City be valid and binding unless it is in writing and in conformity with the other terms of this Agreement. 23. LIQUIDATED DAMAGES 23.01 The time for the Substantial and Final Completion of the Work described herein are reasonable times for the completion of each, taking into consideration all conditions, including but not limited to the average climatic conditions and usual industrial conditions prevailing in this locality. The amount of liquidated damages for the Contractor's failure to meet the deadlines for Substantial and/or Final Completion are fixed and agreed on by the Contractor because of the impracticability and extreme difficulty in fixing and ascertaining the actual damages Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page21 Page 543 of 1298 that the City would in such an event sustain. The amounts to be charged are agreed to be damages the City would sustain and shall be retained by the City from current periodic estimates for payment or from final payment. 23.02 As a result of the difficulty in estimation, calculation and ascertainment of City's damages due to a failure of Contractor to achieve timely completion of the Work, if the Contractor should neglect, fail, or refuse to either Substantially Complete or Finally Complete the Work within the time herein specified, or any proper extension thereof granted by the City's Representative pursuant to the terms of Section 22 of this Agreement, then the Contractor does hereby agree as part of the consideration for the awarding of this Agreement that the City may permanently withhold from the Contractor's total compensation the sum of Two Hundred Fifty and NO /100 DOLLARS ($ 250.00 ) for each and every calendar day that the Contractor shall be in default after the time stipulated for Substantial Completion and/or Final Completion, not as a penalty, but as liquidated damages for the breach of this Agreement. It being specifically understood that the assessment of liquidated damages may be made for any failure to meet either or both of the deadlines specified for Substantial Completion and/or Final Completion. 24. CHARGES FOR INJURY OR REPAIR 24.01 The Contractor shall be liable for any damages incurred or repairs made necessary by reason of its work and/or caused by it. Repairs of any kind required by the City will be made and charged to the Contractor by the City. 24.02 The Contractor shall take the necessary precautions to protect any areas adjacent to its Work. 24.03 The Work specified consists of all work, materials, and labor required by the City to repair any damage to the property of the City, including but not limited to structures, roadways, curbs, parking areas, and sidewalks. 25. WARRANTY 25.01 Upon issuance of a certificate of Final Completion, the Contractor warrants for a period of one (1) year as follows: The Contractor warrants that all materials provided to the City under this Agreement shall be new unless otherwise approved in advance by City's Representative, and all work will be of good quality, free from faults and defects (other than defects from third parties as set out in Chapter 59 Texas Business and Commerce Code relating to non -critical infrastructure), and in conformance with this Agreement, the other Contract Documents, and recognized industry standards . 25.02 All work not conforming to these requirements, including but not limited to unapproved substitutions, may be considered defective. 25.03 This warranty is in addition to any rights or warranties expressed or implied by law and in addition to any consumer protection claims arising from misrepresentations by the Contractor. 25.04 Where more than a one (1) year warranty is specified for individual products, work, or materials, the longer warranty shall govern. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 22 Page 544 of 1298 25.05 This warranty obligation shall be covered by any performance or payment bonds tendered in compliance with this Agreement. 25.06 Defective Work Discovered During Warranty Period. If any of the Work is found or determined to be either defective, including obvious defects under warranty as set forth in this Section 25, or otherwise not in accordance with this Agreement within one (1) year after the date of the issuance of a certificate of Final Completion of the Work or a designated portion thereof, whichever is longer, or within one (1) year after acceptance by the City of designated equipment, or within such longer period of time as may be prescribed by law or by the terms of any applicable special warranty required by this Agreement, the Contractor shall promptly, upon receipt of written notice by the City, correct the defective work at no cost to the City. 25.07 The obligation to correct any defective work shall survive the termination of this Agreement. The guarantee to correct the defective work shall not constitute the exclusive remedy of City, nor shall other remedies be limited to the terms of either the warranty or the guarantee. 25.08 If within ten (10) calendar days after the City has notified the Contractor of a defect, failure, or abnormality in the Work, the Contractor has not started to make the necessary corrections or adjustments, the City is hereby authorized to make the corrections or adjustments, or to order the Work to be done by a third party. The cost of the work shall be paid by the Contractor or its surety. 25.09 The cost of all materials, parts, labor, transportation, supervision, special instruments, and supplies required for the replacement or repair of parts and for correction of defects shall be paid by the Contractor or by the surety. 25.10 The guarantee shall be extended to cover all repairs and replacements furnished, and the term of the guarantee for each repair or replacement shall be one (1) year after the installation or completion. The one (1) year warranty shall cover all Work, equipment, and materials that are part of this Project, whether or not a warranty is specified in the individual section of the Contract Documents that prescribe that particular aspect of the Work. 26. PAYMENT OF EMPLOYEES, SUBCONTRACTORS & SUPPLIERS 26.01 Wage Rates. Pursuant to Section 2258.023(a) of the Texas Government Code, wage rates paid by the Contractor and any subcontractor on this Project shall be not less than the general prevailing rate of per diem wages for work of a similar character in this locality as specified in the schedule of general prevailing rates of per diem wages attached hereto as Exhibit A. 26.02 Statutory Penalty. Pursuant to Section 2258.023(b) of the Texas Government Code, if the Contractor or any subcontractor violates the requirements of Section 26.01, the Contractor or subcontractor as the case may be shall pay the City sixty dollars ($60.00) for each worker employed for each calendar day or part of the day that the worker is paid less than the stipulated wage rates. 26.03 The Contractor and each subcontractors shall pay all of their employees engaged in work on the Project in full (less mandatory legal deductions) in cash or by check readily cashable, without discount, no less than once each week. 26.04 No later than the seventh (7th) calendar day following the payment of wages, the Contractor must file with City's Representative a certified, sworn, legible copy of such payroll. This shall contain the name of each employee, their classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 23 Page 545 of 1298 shall state that the copy is a true and correct copy of such payroll and that no rebates or deductions (except as shown) have been made or will be made in the future from the wages therein shown. 26.05 Payment of Subcontractors. The Contractor shall be solely and exclusively responsible for compensating any of the Contractor's employees, subcontractors, materialmen and/or suppliers of any type or nature whatsoever and for insuring that no claims or liens of any type arising out of or incidental to the performance of any services performed pursuant to this Agreement are filed against any property owned by the City. In the event a statutory lien notice is sent to the City, the Contractor shall, where no payment bond covers the Work, upon written notice from the City, immediately obtain a bond at its expense and hold the City harmless from any losses that may result from the filing or enforcement of any said lien notice. In the event that the Contractor defaults in the provision of the bond, the City may withhold such funds as are necessary to assure the payment of such claim until litigation determines to whom payment shall be made. 26.06 Affidavit of Bills Paid. Prior to Final Acceptance of the Project, the Contractor shall provide a notarized affidavit stating that all bills for labor, materials, and incidentals incurred have been paid in full, that any claims from manufacturers, materialmen, and subcontractors have been released, and that there are no claims pending of which the Contractor has been notified. 27. INSURANCE 27.01 The Contractor shall procure and maintain at its sole cost and expense for the duration of this Agreement insurance against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the Work hereunder by the Contractor, its agents, representatives, volunteers, employees or subcontractors. The policies, coverages, limits and endorsements required are as set forth below. During the term of this Agreement Contractor's insurance policies shall meet the minimum requirements of this section. 27.02 Types. Contractor shall have the following types of insurance: (a) Commercial General Liability. (b) Business Automobile Liability. (c) Excess Liability — required for contract amounts exceeding $1,000,000. (d) Builder's Risk — provides coverage for contractor's labor and materials for a project during construction that involves a structure such as a building or garage, builder's risk policy shall be written on "all risks" form. (e) Workers' Compensation/ Employer's Liability. 27.03 General Requirements Applicable to All Policies. The following General requirements applicable to all policies shall apply: (a) Only licensed Insurance Carriers authorized to do business in the State of Texas will be accepted. (b) Deductibles shall be listed on the Certificate of Insurance and are acceptable only on a per occurrence basis for property damage only. (c) "Claims Made" policies are not accepted. (d) Coverage shall not be suspended, voided, canceled, reduced in coverage or in limits except after thirty (30) days prior written notice has been given to the City of College Station. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 24 Page 546 of 1298 (e) The City of College Station, its agents, officials, employees and volunteers, are to be named as "Additional Insured" to the Commercial General, Umbrella and Business Automobile Liability policies. The coverage shall contain no special limitations on the scope of protection afforded to the City, its agents, officials, employees or volunteers. 27.04 Commercial General Liability. The following Commercial General Liability requirements shall apply: (a) General Liability insurance shall be written by a carrier rated "A:VIII" or better in accordance with the current A.M. Best Key Rating Guide. (b) Limit of $1,000,000.00 per occurrence for bodily injury and property damage with an annual aggregate limit of $2,000,000.00 which limits shall be endorsed to be per Project. (c) Coverage shall be at least as broad as ISO form GC 00 01. (d) No coverage shall be excluded from the standard policy without notification of individual exclusions being attached for the City's review and acceptance. The coverage shall not exclude the following: premises/operations with separate aggregate; independent contracts; products/completed operations; contractual liability (insuring the indemnity provided herein) Host Liquor Liability, Personal & Advertising Liability; and Explosion, Collapse, and Underground coverage. (e) 27.05 Business Automobile Liability. The following Business Automobile Liability requirements shall apply: (a) Business Automobile Liability insurance shall be written by a carrier rated "A:VIII" or better in accordance with the current A.M. Best Key Rating Guide. (b) Minimum Combined Single Limit of $1,000,000.00 per occurrence for bodily injury and property damage. (c) The Business Auto Policy must show Symbol 1 in the Covered Autos Portion of the liability section in Item 2 of the declarations page. (d) The coverage shall include owned autos, leased or rented autos, non -owned autos, any autos and hired autos. (e) Pollution Liability coverage shall be provided by endorsement MCS-90, with a limit of $1,000,000.00, where such exposures exist. 27.06 Excess Liability. The following Excess Liability requirements shall apply: Unless otherwise agreed in writing, excess liability coverage following the form of the underlying coverage with a minimum limit of $5,000,000.00 or the total value of the Agreement, whichever is greater, per occurrence/aggregate when combined with the lowest primary liability coverage, is required for contracts exceeding $1,000,000 in total value. 27.07 Additional Insured. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 25 Page 547 of 1298 Those policies set forth in Sections 27.04, 27.05, and 27.06 shall contain an endorsement listing the City as Additional Insured and further providing that the Contractor's policies are primary to any self-insurance or insurance policies procured by the City. The additional insured endorsement shall be in a form acceptable to the City. Waiver of subrogation in a form acceptable to the City shall be provided in favor of the City on all policies obtained by the Contractor in compliance with the terms of this Agreement. Contractor shall be responsible for all deductibles which may exist on any policies obtained in compliance with the terms of this Agreement. All coverage for subcontractors shall be subject to the requirements stated herein. All Certificates of Insurance and endorsements shall be furnished to the City's Representative at the time of execution of this Agreement, attached hereto as Exhibit C, and approved by the City before Work commences. 27.08 Builder's Risk Until the Work is completed and accepted by the City, the Contractor shall purchase and maintain builder's risk insurance upon the entire Work at the Project site to the full insurable value thereof, including any increases in value due to duly authorized change orders to the Work and Project. The builder's risk insurance shall also cover portions of the Work stored off site after written approval of the City of the value established in the approval, and also portions of the Work in transit. This insurance shall include the interests of the City, the Contractor, subcontractors and sub -subcontractors in the Work and shall insure against the perils of fire, wind, storm, hail, lightning and extended coverage including flood and earthquake and shall include all-risk insurance for physical loss or damage, including, without duplication of coverage, theft, vandalism and malicious mischief. The insurance shall cover reasonable compensation for City's Consultant's services and expenses required as a result of an insured loss. This must be an all-risk policy incorporating the following language: Permission is given for the Project insured hereunder to become occupied, the insurance remaining in full force and effect until such time as the Project has been accepted by the City, all as currently approved by the Texas Board of Insurance Commissioners When permissible by law, the Certificate of Insurance must include the names of the insured Contractor and the City. The deductible under the policy, including that for flood shall not exceed $100,000.00 without the written approval of the City. 27.09 Workers' Compensation/Employer's Liability Insurance. The following Workers' Compensation Insurance requirements shall apply. (a) Pursuant to the requirements set forth in Title 28, Section 110.110 of the Texas Administrative Code, all employees of the Contractor, all employees of any and all subcontractors, and all other persons providing services on the Project must be covered by a workers' compensation insurance policy: either directly through their employer's policy (the Contractor's or subcontractor's policy) or through an executed coverage agreement on an approved Texas Department of Insurance Division of Workers' Compensation (DWC) form. Accordingly, if a subcontractor does not have his or her own policy and a coverage agreement is used, contractors and subcontractors must use that portion of the form whereby the hiring contractor agrees to provide coverage to the employees of the subcontractor. The portion of the form that would otherwise allow them not to provide coverage for the employees of an independent contractor may not be used. (b) Workers' Compensation/ Employer's Liability insurance shall include the following terms: 1. Employer's Liability minimum limits of $1,000,000.00 for each accident/each disease/each Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 26 Page 548 of 1298 employee are required. 2. "Texas Waiver of Our Right to Recover From Others Endorsement, WC 42 03 04" shall be included in this policy. 3. Texas must appear in Item 3A of the Workers' Compensation coverage or Item 3C must contain the following: All States except those listed in Item 3A and the States of NV, ND, OH, WA, WV, and WY. (c) Pursuant to the explicit terms of Title 28, Section 110.110(c) (7) of the Texas Administrative Code, the bid specifications, this Agreement, and all subcontracts on this Project must include the following terms and conditions in the following language, without any additional words or changes, except those required to accommodate the specific document in which they are contained or to impose stricter standards of documentation: "A. Definitions: Certificate of coverage ("certificate') — An original certificate of insurance, a certificate of authority to self -insure issued by the Division of Workers' Compensation, or a coverage agreement (DWC-81, DWC-83, or DWC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the Work on the project until the Contractor 's/person's Work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractors" in § 406.096 [of the Texas Labor Code]) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, owner - operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, that meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 27 Page 549 of 1298 extended. E. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven calendar days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. F. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 calendar days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. H. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Division of Workers' Compensation, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: (1) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, that meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person with whom it contracts, and provide to the Contractor: (a) A certificate of coverage, prior to the other person beginning work on the project; and (b) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 28 Page 550 of 1298 of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (6) notify the governmental entity in writing by certified mail or personal delivery, within 10 calendar days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) Contractually require each person with whom it contracts to perform as required by Sections (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Agreement, or providing, or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project; that the coverage will be based on proper reporting of classification codes and payroll amounts; and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the Commission's Division of Self -Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The Contractor 's failure to comply with any of these provisions is a breach of contract by the Contractor that entitles the governmental entity to declare the Agreement void if the Contractor does not remedy the breach within ten calendar days after receipt of notice of breach from the governmental entity. " 27.09 Certificates of Insurance. Certificates of Insurance shall be prepared and executed by the insurance company or its authorized agent on the most current State of Texas Department of Insurance -approved form, and shall contain the following provisions and warranties: (a) The company is authorized to do business in the State of Texas. (b) The insurance policies provided by the insurance company are underwritten on forms that have been provided by the Department of Insurance or ISO. Original endorsements affecting coverage required by this section shall be furnished with the certificates of insurance. 28. BOND PROVISIONS (c) 28.01 Pursuant to Section 2253.021 of the Texas Government Code, for all public works contracts with governmental entities, a payment bond is required if the Contract Amount exceeds $50,000, and a performance bond is required if the Contract Amount exceeds $100,000. Below those amounts, the City may require payment and/or performance bonds. In the event a performance or payment bond or both is required either by law or in the City's discretion, such bonds shall be executed in accordance with all requirements of Chapter 3503 of the Texas Insurance Code, all other applicable law, and the following: Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 29 Page 551 of 1298 (a) The Contractor shall execute performance and payment bonds for the full Contract Amount and, if required by Contractor's surety to cover increases in the dollar amounts or amount of Work that is increased by a duly authorized change order, Contractor shall secure performance and payment bond riders to increase the dollar amounts and coverages of the performance and payment bonds. (b) The bond surety shall be authorized under the laws of the State of Texas to provide a performance and payment bond and shall have attached proof of authorization of the surety to act in the performance and payment of bonds. (c) The Contractor shall provide original, sealed, and complete counterparts of the executed bonds in the forms required by the Contract Documents, which are attached as Exhibit B, together with valid original powers of attorney, at the time of execution of this Agreement by Contractor and prior to the commencement of work. Copies of the executed bonds shall be attached hereto as Exhibit B. (d) The performance and payment bonds, and any subsequently issued bond riders, shall remain in effect for a period of one (1) year after Final Completion of the Work and shall be extended for any warranty work to cover the warranty period. (e) If at any time during the execution of this Agreement in the required period thereafter, the bond or bonds become invalid or ineffective for any reason, the Contractor shall promptly supply within ten (10) days such other bond or bonds, which bond or bonds shall assure performance or payment as required. 28.02 The Contractor may make such changes and alterations as the City may require in the Work or any part thereof without affecting the validity of this Agreement and any accompanying bond. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for any claim for damages or anticipated profits. If the City makes changes or alterations that render useless any work already done or material already used in said work, then the City shall compensate the Contractor for any material or labor so used, and for any actual loss occasioned by such change due to actual expenses incurred in preparation for the Work as originally planned, in accordance with the provisions of Article 17. 29. SURETY 29.01 If the Contractor has abandoned the Project or the City has terminated the Contract for cause and the Contractor's Surety, after notice demanding completion is sent, fails to commence the completion of the Work in compliance with this Agreement, then the City at its option may provide for completion of the Work in either of the following manners: (a) The City may employ such force of men and use of instruments, machinery, equipment, tools, materials, and supplies as said the City may deem necessary to complete the Work and charge the expense of such labor, machinery, equipment, tools, materials, and supplies to the Contractor, and the expense so charged shall be deducted and paid by the City out of such monies as may be due or that may thereafter at any time become due to the Contractor and Surety. (b) The City may, after notice published as required by law, accept sealed bids and let this Agreement for the completion of the Work under substantially the same terms and conditions that are provided in this Agreement. In case of any increase in cost to the City under the new agreement as compared to what would have been the cost under this Agreement, such increase together with all of the City's damages due to Contractor's abandonment and/or default, including liquidated damages, as provided pursuant to Section 38, entitled "TERMINATION FOR CAUSE" shall be charged to the Contractor and the surety Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 130 Page 552 of 1298 shall be and remain bound therefor. However, should the cost to complete such new agreement prove to be less than that which would have been the cost to complete the Work under this Agreement, the Contractor shall be credited therewith after all deductions are made in accordance with this Agreement. 29.02 Should the cost to complete the Work exceed the Contract Amount and the Contractor fails to pay the amount due to the City within the time designated and there remains any machinery, equipment, tools, materials, or supplies on the Project site, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the Contractor at its respective address designated in this Agreement; provided, however, that actual written notice given in any manner shall satisfy this condition. After mailing, or otherwise giving such notice, such property shall be held at the risk of the Contractor subject only to the duty of City's Representative to exercise ordinary care to protect such property. After fifteen (15) calendar days from the date of said notice, City's Representative may sell such machinery, equipment, tools, materials, or supplies and apply the net sum derived from such sale to the credit of the Contractor. Such sale may be made at either public or private sale, with or without notice, as City's Representative may elect. City's Representative shall release any machinery, equipment, tools, materials, or supplies which remain on the job site and belong to persons other than the Contractor to their proper owners. 29.03 In the event the account shows that the cost to complete the Work is less than that which would have been the cost to City had the Work been completed by the Contractor under the terms of this Agreement, or when the Contractor shall pay the balance shown to be due by them to the City, then all machinery, equipment, tools, materials, or supplies left on the Project site shall be turned over to the Contractor. 30. COMPLIANCE WITH LAW 30.01 The Contractor's work and materials shall comply with all state and federal laws, municipal ordinances, regulations, codes, and directions of inspectors appointed by proper authorities having jurisdiction. 30.02 The Contractor shall perform and require all subcontractors to perform the Work in accordance with applicable laws, codes, ordinances, and regulations of the State of Texas and the United States and in compliance with OSHA and other laws as they apply to its employees. In the event any of the conditions of the specifications violate the code for any industry, then such code conditions shall prevail. 30.03 The Contractor shall follow all applicable state and federal laws, municipal ordinances, and guidelines concerning soil erosion and sediment control throughout the Project and warranty term. 31. SAFETY PRECAUTIONS 31.01 All safety measures, policies and precautions at the site are a part of the construction techniques and processes for which the Contractor shall be solely responsible. The Contractor is solely responsible for handling and use of hazardous materials or waste, and informing employees of any such hazardous materials or waste. The Contractor shall provide copies of all hazardous materials and waste data sheets to the College Station Fire Department marked "Attn.: Assistant Chief'. 31.02 The Contractor has the sole obligation to protect or warn any individual of potential hazards created by the performance of the Work set forth herein. The Contractor shall, at its own expense, take such precautionary measures for the protection of persons, property, and the Work as may be necessary. 31.03 The Contractor shall be held responsible for all damages to property, personal injuries and/or death due to failure of safety devices of any type or nature that may be required to protect or warn any individual of potential Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page3I Page 553 of 1298 hazards created by the performance of the Work set forth herein; and when any property damage is incurred, the damaged portion shall immediately be replaced or compensated for by the Contractor at its own cost and expense. 31.04 Contractor agrees that it shall not transport to, use, generate, dispose of, or install at the Project site any Hazardous Substance (as defined in this Agreement, except in accordance with applicable Environmental Laws. Further, in performing the Work, Contractor shall not cause any release of Hazardous Substances into, or contamination of, the environment, including the soil, the atmosphere, any water course or ground water, except in accordance with applicable Environmental Laws (as defined in this Agreement). In the event Contractor engages in any of the activities prohibited in this Section 31.04 to the fullest extent permitted by law, Contractor hereby indemnifies and holds City and all of its respective officials, agents and employees harmless from and against any and all claims, damages, losses, causes of action, suits and liabilities of every kind, including, but not limited to, expenses of litigation, court costs, punitive damages and attorneys' fees, arising out of, incidental to or resulting from the activities prohibited in this section 31.04. 31.05 In the event Contractor encounters on the Project site any Hazardous Substance, or what Contractor may reasonably believe to be a Hazardous Substance, and which is being introduced to the Work, or exists on the Project site, in a manner violative of any applicable Environmental Laws, Contractor shall immediately stop work in the area affected and report the condition to City in writing. The Work in the affected area shall not thereafter be resumed except by written authorization of City if in fact a Hazardous Substance has been encountered and has not been rendered harmless. In the event Contractor fails to stop the Work upon encountering a Hazardous Substance at the Project site, to the fullest extent permitted by law, Contractor hereby indemnifies and holds City and all of its officials, agents and employees harmless from and against any and all claims, damages, losses, causes of action, suits and liabilities of every kind, including, but not limited to, expenses of litigation, court costs, punitive damages and attorneys' fees, arising out of, incidental to or resulting from Contractor's failure to stop the Work. 31.06 City and Contractor may enter into a separate agreement and/or Change Order for Contractor to remediate and/or render harmless the Hazardous Substance, but Contractor shall not be required to remediate and/or render harmless the Hazardous Substance absent such agreement. Contractor shall not be required to resume work in any area affected by the Hazardous Substance until such time as the Hazardous Substance has been remediated and/or rendered harmless. 31.07 It is the Contractor's responsibility to comply with all Environmental Laws (as defined in this Agreement) based on the law in effect at the time its services are rendered and to comply with any amendments to those laws for all services rendered after the effective date of any such amendments. 32. TRENCH SAFETY The Contractor must comply with Texas law regarding trench excavation exceeding five feet in depth and in accordance with the following items: 32.01 The Contractor must comply with the requirements of Subchapter 756 of the Tex. Health & Safety Code Ann. §756.022-023, and the requirements of 29 C.F.R., Subpart P — Excavations (sections 1926.650 et. seq.) of the Occupational Safety and Health Administration Standards, as amended. 32.02 The Contractor must include a separate pay item for trench safety complying with trench safety requirements, stating a unit price per linear foot of trench safety systems, as measured along the centerline of trench including manholes and other line structures. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page32 Page 554 of 1298 32.03 Before beginning work on this project, the Contractor must submit to the City a complete trench safety program that complies with state and federal regulations. It is the sole duty, responsibility and prerogative of the Contractor, not the City, to determine the specific applicability of the designed trench safety systems to each field condition encountered on the project. 32.04 The Contractor must provide the City the name of the "competent person" required by OSHA standards to perform the trench safety inspections. The Contractor must make daily inspections to ensure that the systems comply with all applicable laws and regulations, and must maintain a permanent record of daily inspections available for examination by the City or other government authority. 32.05 If evidence of possible cave-ins or slides is apparent, the Contractor must cease all work in the trench and surrounding area until the necessary precautions have been taken by the Contractor to safeguard personnel entering the trench. 33. INDEMNITY 33.01 CONTRACTOR SHALL PROTECT, DEFEND, HOLD HARMLESS AND INDEMNIFY THE CITY FROM ANY AND ALL CLAIMS, DEMANDS, EXPENSES, LIABILITY OR CAUSES OF ACTION FOR INJURY TO ANY PERSON, INCLUDING DEATH, AND FOR DAMAGE TO ANY PROPERTY, TANGIBLE OR INTANGIBLE, OR FOR ANY BREACH OF CONTRACT ARISING OUT OF OR IN ANY MANNER CONNECTED WITH THE WORK DONE BY ANY PERSON UNDER THE CONTRACT DOCUMENTS. IT IS THE INTENT OF THE PARTIES THAT THIS PROVISION SHALL EXTEND TO, AND INCLUDE, ANY AND ALL CLAIMS, CAUSES OF ACTION OR LIABILITY CAUSED BY THE CONCURRENT, JOINT AND/OR CONTRIBUTORY NEGLIGENCE OF THE CITY, AN ALLEGED BREACH OF AN EXPRESS OR IMPLIED WARRANTY BY THE CITY OR WHICH ARISES OUT OF ANY THEORY OF STRICT OR PRODUCTS LIABILITY. 33.02 The indemnification contained in Section 33.01 shall include but not be limited to the following specific instances: (a) The City is damaged due to the act, omission, mistake, fault or default of the Contractor. (b) In the event of any claims for payment for goods or services brought by any material suppliers, mechanics, laborers, or other subcontractors. (c) In the event of any and all injuries to or claims of adjacent property owners caused by the Contractor, its agents, employees, and representatives. (d) In the event of any damage to the floor, walls, etc., caused by the Contractor's personnel or equipment during installation. (e) The removal of all debris related to the Work. (f) The acts and omissions of the subcontractors it hired. (g) The Contractor's failure to comply with applicable federal, state, or local regulations, that touch upon or concern the maintenance of a safe and protected working environment and the safe use and operation of machinery and equipment in that working environment, no matter where fault or responsibility lies. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 33 Page 555 of 1298 33.03 The indemnification obligations of the Contractor under this section shall not extend to include the liability of any professional engineer, the architect, their consultants, and agents or employees of any of them arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications, or (2) the giving of or the failure to give directions or instructions by the professional engineer, the architect, their consultants, and agents and employees of any of them, provided such giving or failure to give is the primary cause of the injury or damage. 33.04 It is agreed with respect to any legal limitations now or hereafter in effect and affecting the validity or enforceability of the indemnification obligation under Section 33.01, such legal limitations are made a part of the indemnification obligation and shall operate to amend the indemnification obligation to the minimum extent necessary to bring the provision into conformity with the requirements of such limitations, and as so modified, the indemnification obligation shall continue in full force and effect. 33.05 The indemnity provisions provided herein shall survive the termination or expiration of this Agreement. 33.06 The indemnification obligations under this section shall not be limited by any limitation on the amount or type of damages, compensation or benefits payable by or for Contractor under workers compensation acts, disability benefit acts or other employee benefit acts. There shall be no additional indemnification other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. 34. RELEASE 34.01 The Contractor assumes full responsibility for the Work to be performed hereunder, and hereby releases, relinquishes, and discharges the City, its officers, agents, and employees from all claims, demands, and causes of action of every kind and character, including the cost of defense thereof, for any injury to or death of any person (whether employees of either party or other third parties) and any loss of or damage to any property (whether property of either of the parties hereto, their employees, or of third parties) that is caused by or alleged to be caused by, arising out of, or in connection with the Contractor's Work to be performed hereunder. This release shall apply regardless of whether said claims, demands, and causes of action are covered in whole or in part by insurance, and in the event of injury, death, property damage, or loss suffered by the Contractor, any subcontractor, or any person or organization directly or indirectly employed by any of them to perform or furnish work on the Project, this release shall apply regardless of whether such injury, death, loss, or damage was caused in whole or in part by the negligence of the City. There shall be no additional release or hold harmless provision other than as set forth in this section. All other provisions regarding the same subject matter shall be declared void and of no effect. 35. PERMITS AND LICENSES 35.01 The Contractor shall secure and pay for all necessary permits and licenses, governmental fees, and inspections necessary for the proper execution and completion of the Work. During this Agreement term and/or period during which the Contractor is working, it shall give all notices and comply with all laws, ordinances, rules, regulations, and lawful orders of any public authority bearing on the performance of the Work. 36. ROYALTIES AND LICENSING FEES Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page34 Page 556 of 1298 36.01 THE CONTRACTOR SHALL PAY ALL ROYALTIES AND LICENSING FEES. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS AND INDEMNIFY THE CITY FROM THE PAYMENT OF ANY ROYALTIES, DAMAGES, LOSSES OR EXPENSES INCLUDING ATTORNEY'S FEES FOR SUITS, CLAIMS OR OTHERWISE, GROWING OUT OF INFRINGEMENT OR ALLEGED INFRINGEMENT OF PATENTS, MATERIALS AND METHODS USED IN THE PROJECT. IT SHALL DEFEND ALL SUITS OR CLAIMS FOR INFRINGEMENT OF ANY PATENT RIGHTS. FURTHER, IF THE CONTRACTOR HAS REASON TO BELIEVE THAT THE DESIGN, SERVICE, PROCESS, OR PRODUCT SPECIFIED IS AN INFRINGEMENT OF A PATENT, IT SHALL PROMPTLY GIVE SUCH INFORMATION TO CITY'S REPRESENTATIVE. 37. BREACH OF CONTRACT & DAMAGES 37.01 The City shall have the right to declare the Contractor in breach of this Agreement for cause when the City determines that this Agreement is not being performed according to its understanding of the intent and meaning of this Agreement. Such breach shall not in any way invalidate, abrogate, or terminate the Contractor's obligations under this Agreement. 37.02 Without prejudice to any other legal or equitable right or remedy that the City would otherwise possess hereunder or as a matter of law, the City upon giving the Contractor five (5) calendar days prior written notice shall be entitled to damages for breach of contract, upon but not limited to the following occurrences: (a) If the Contractor shall fail to remedy any default after written notice thereof from City's Representative, as City's Representative shall direct; or (b) If the Contractor shall fail for any reason other than the failure by City's Representative to make payments called upon when due; or (c) If the Contractor commits a substantial default under any of the terms, provisions, conditions, or covenants contained in this Agreement. 38. TERMINATION FOR CAUSE 38.01 At any time, and without prejudice to any other legal or equitable right or remedy that the City would otherwise possess hereunder or as a matter of law, the City upon giving the Contractor five (5) calendar days prior written notice shall be entitled to terminate this Agreement in its entirety for any of the following: (a) If the Contractor becomes insolvent, commits any act of bankruptcy, makes a general assignment for the benefit of creditors, or becomes the subject of any proceeding commenced under any statute or law for the relief of debtors and, after notice, fails to provide adequate assurance that it can remedy all of its defaults; or (b) If a receiver, trustee, or liquidator of any of the property or income of the Contractor is appointed; or (c) If the Contractor fails to prosecute the Work or any part thereof with diligence necessary to insure its progress and completion as prescribed by the time schedules; or (d) If the Contractor fails to remedy any default within ten (10) calendar days after written notice thereof from City's Representative, as City's Representative shall direct; or Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page35 Page 557 of 1298 (e) If the Contractor fails for any reason other than the failure by City's Representative to make payments called upon when due; or (f) If the Contractor abandons the Work. (g) If the Contractor commits a material default under any of the terms, provisions, conditions, or covenants contained in this Agreement. 39. TERMINATION FOR CONVENIENCE 39.01 The performance of the Work may be terminated at any time in whole or, from time to time, in part, by the City for its convenience. Any such termination shall be effected by delivery to the Contractor of a written notice (notice of termination) specifying the extent to which performance of the Work is terminated, and the date upon which termination becomes effective. 39.02 In the event of termination for convenience, the Contractor shall only be paid the reasonable value of the Work performed prior to the effective date of the termination notice and shall be further subject to any claim the City may have against the Contractor under other provisions of this Agreement or as a matter of law. In the event of termination for convenience, Contractor Waives and Releases any claim for lost profit, other than profit on Work performed prior to the effective date of such termination. 40. RIGHT TO COMPLETE 40.01 If this Agreement is terminated for cause, the City shall have the right but shall not be obligated to complete the Work itself or by others; and to this end, the City shall be entitled to take possession of and use such equipment, without rental obligation therefor, and materials as may be on the job site, and to exercise all rights, options, and privileges of the Contractor under its subcontracts, purchase orders, or otherwise; and the Contractor shall promptly assign such rights, options, and privileges to City. If the City elects to complete the Work itself or by others, pursuant to the foregoing, then the Contractor and/or Contractor's surety will reimburse City for all costs incurred by the City (including, without limitation, applicable, general, administrative expenses, field overhead, the cost of necessary equipment, materials, field labor, additional fees paid to architects, engineers, attorneys or others to assist the City in connection with the termination and liquidated damages) in completing and/or correcting work by the Contractor that fails to meet any requirement of this Agreement or the other Contract Documents. 41. CLOSE OUT 41.01 After receipt of a notice of termination, whether for cause or convenience, unless otherwise directed by City's Representative, the Contractor shall, in good faith and to the best of its ability, do all things necessary in the light of such notice to assure the efficient and proper closeout of the terminated work (including the protection of City's property). Among other things, the Contractor shall, except as otherwise directed or approved by City's Representative, do the following: (a) Stop the work on the date and to the extent specified in the notice of termination; (b) Place no further orders or subcontracts for services, equipment, or materials, except as may be necessary for completion of such portion of the Work as is not terminated; Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page36 Page 558 of 1298 (c) Terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by the notice of termination; (d) Assign to City's Representative, in the manner and to the extent directed by it, all of the right, title, and interest of the Contractor under the orders or subcontracts so terminated; in which case, City's Repre- sentative shall have the right to settle or pay any or all claims arising out of the termination of such orders and subcontracts; (e) With the approval of City's Representative, settle all outstanding liabilities and all claims arising out of such termination, orders, and subcontracts; (f) Deliver to City's Representative, when directed by City's Representative, all documents and all property, which if the Work had been completed, Contractor would have been required to account for or deliver to City's Representative, and transfer title to such property to City's Representative to the extent not already transferred. 42. TERMINATION CONVERSION 42.01 Upon determination of Court of competent jurisdiction that termination of the Contractor pursuant to Section 38 was wrongful and/or otherwise improper, such termination will be deemed converted to a termination for convenience pursuant to Section 39 and Contractor's remedy for such termination shall be limited to the recovery of the payments permitted for termination for convenience as set forth in Section 39. 43. HIRING 43.01 During the term of this Agreement and for a period of one (1) year thereafter, the Contractor agrees not to solicit for hire any employee or employees of the City that were associated with work specified under this Agreement. In the event that this provision is breached by the Contractor, the Contractor agrees to pay the City damages in the amount equal to twelve (12) months of the employee's total compensation plus any legal expenses associated with enforcement of this provision. 44. ASSIGNMENT 44.01 This Agreement and the rights and obligations contained herein may not be assigned by the Contractor without the prior written approval of the City. 45. EFFECTIVE DATE 45.01 This Agreement goes into effect when duly approved by all the parties hereto and is contingent upon Contractor obtaining the bonds required herein. 46. OTHER TERMS 46.01 Invalidity. If any provision of this Agreement shall be held to be invalid, illegal or unenforceable by a court or other tribunal of competent jurisdiction, the validity, legality, and enforceability of the remaining provisions shall not in any way be affected or impaired thereby. The parties shall use their best efforts to replace Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page37 Page 559 of 1298 the respective provision or provisions of this Agreement with legal terms and conditions approximating the original intent of the parties. 46.02 Prioritization. Contractor and City agree that City is a political subdivision of the State of Texas and is thus subject to certain laws. Because of this there may be documents or portions thereof added by Contractor to this Agreement as exhibits that conflict with such laws, or that conflict with the terms and conditions herein excluding the additions by Contractor. In either case, the applicable law or the applicable provision of this Agreement excluding such conflicting addition by Contractor shall prevail. The parties understand this section comprises part of this Agreement without necessity of additional consideration. 46.03 Written Notice. Unless otherwise specified, written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to any officer of the corporation for whom it is intended or if it is delivered or sent certified mail to the last business address as listed herein. Each party will have the right to change its business address by at least thirty (30) calendar days written notice to the other parties in writing of such change. 46.04 Entire Agreement. It is understood that this Agreement contains the entire agreement between the parties and supersedes any and all prior agreements, arrangements, or understandings between the parties relating to the subject matter. No oral understandings, statements, promises or inducements contrary to the terms of this Agreement exist. This Agreement cannot be changed or terminated orally. No verbal agreement or conversation with any officer, agent or employee of the City, either before or after the execution of this Agreement, shall affect or modify any of the terms or obligations hereunder. 46.05 Amendment. No amendment to this Agreement shall be effective and binding unless and until it is reduced to writing and signed by duly authorized representatives of both parties. 46.06 Mediation. After receipt of a written notice of a claim, the City may elect to refer the matter to the City's Consultant, City's Representative or another party for review. Contractor will attend meetings called to review and discuss the claims and mitigation of the problem, and shall furnish any reasonable factual backup for the claim requested. The City may also elect to defer consideration of the claim until the Work is completed, in which case the same review options shall be available to the City at the completion of the Work. At any stage, the City, at its sole discretion, is entitled to refer a claim to mediation under the Construction Industry Mediation Rules of the American Arbitration Association, and, if this referral is made, Contractor will take part in the mediation process. The filing, mediation or rejection of a claim does not entitle Contractor to stop performance of the Work. The Contractor shall proceed diligently with performance of the Contract during the pendency of any claim, excepting termination or under City's direction to stop the Work. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. The parties shall share the Mediator's fee and any filing fees equally and the Mediation shall be held in College Station, Texas. 46.07 Arbitration. In the event of a dispute and upon the mutual written consent of both parties, the parties may agree to arbitration without waiving any of their other rights hereunder. 46.08 Choice of Law and Place of Performance. This Agreement has been made under and shall be governed by the laws of the State of Texas. Performance and all matters related thereto shall be in Brazos County, Texas, United States of America. 46.09 Authority to do business. The Contractor represents that it has a certificate of authority, authorizing it to do business in the State of Texas, a registered agent and registered office during the duration of this Agreement. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page38 Page 560 of 1298 46.10 Authority to Contract. Each party has the full power and authority to enter into and perform this Agreement, and the person signing this Agreement on behalf of each party has been properly authorized and empowered to enter into this Agreement. The persons executing this Agreement hereby represent that they have authorization to sign on behalf of their respective corporations. 46.11 Waiver. Failure of any party, at any time, to enforce a provision of this Agreement shall in no way constitute a waiver of that provision nor in any way affect the validity of this Agreement, any part hereof, or the right of the City thereafter to enforce each and every provision hereof. No term of this Agreement shall be deemed waived or breach excused unless the waiver shall be in writing and signed by the party claimed to have waived. Furthermore, any consent to or waiver of a breach will not constitute consent to or waiver of or excuse of any other different or subsequent breach. 46.12 Headings, Gender, Number. The article headings are used in this Agreement for convenience and reference purposes only and are not intended to define, limit, or describe the scope or intent of any provision of this Agreement and shall have no meaning or effect upon its interpretation. Words of any gender used in this Agreement shall be held and construed to include any other gender, and words in the singular number shall be held to include the plural, and vice versa, unless the context requires otherwise. 46.13 Agreement Read. The parties acknowledge that they have had opportunity to consult with counsel of their choice, have read, understand and intend to be bound by the terms and conditions of this Agreement. 46.14 Multiple Originals. It is understood and agreed that this Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. 46.15 Notice of Indemnification. City and Contractor hereby acknowledge and agree that this Agreement contains certain indemnification obligations and covenants. 46.16 Verification No Boycott. To the extent applicable, this Contract is subject to the following: (a) Boycott Israel. If this Contract is for goods and services subject to § 2270.002 Texas Government Code, Contractor verifies that it (i) does not boycott Israel; and (ii) will not boycott Israel during the term of this Contract; (b) Boycott Firearms. If this Contract is for goods and services subject to § 2274.002 Texas Government Code, Contractor verifies that it (i) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (ii) will not discriminate during the term of the contract against a firearm entity or firearm trade association; and (c) Boycott Energy Companies. Subject to § 2274.002 Texas Government Code Contractor herein verifies that it (i) does not boycott energy companies; and (ii) will not boycott energy companies during the term of this Contract. 46.17 Fraud Reporting. To reduce the risk of fraud and to protect the Contractor's financial information from fraud, the Contractor must report to the City in writing at VendorInvoiceEntrvncstx.aov if the Contractor reasonably suspects or knows if any of their financial information has been subject to fraudulent activity or suspected fraudulent activity. Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page39 Page 561 of 1298 List of Exhibits A. Wage Rates B. Performance & Payment Bonds C. Certificates of Insurance D. Plans & Specifications E. Construction Schedule F. Schedule of Values ZONE INDUSTRIES CITY OF COLLEGE STATION By: ((,oaiw broil& By: City Manager Printed Name:Collin Brown Date: Title: VP of Municipal Sales Date: 3/16/2026 APPROVED: a. histit City Attorney Date: 3/16/2026 Assistant City Manager/CFO Date: 3/16/2026 Contract No. 26300412 Construction Agreement Over $50,000 Form 4-20-23 Page 140 Page 562 of 1298 EXHIBIT A DAVIS BACON WAGE RATES Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 563 of 1298 3/3/26, 1:14 PM SAM.gov "General Decision Number: TX20260007 01/02/2026 Superseded General Decision Number: TX20250007 State: Texas Construction Type: Heavy Counties: Atascosa, Bandera, Bastrop, Bell, Bexar, Brazos, Burleson, Caldwell, Comal, Coryell, Guadalupe, Hays, Kendall, Lampasas, McLennan, Medina, Robertson, Travis, Williamson and Wilson Counties in Texas. HEAVY (excluding tunnels and dams, not to be used for work on Sewage or Water Treatment Plants or Lift / Pump Stations in Bell, Coryell, McClennon and Williamson Counties) Construction Projects Modification Number Publication Date 0 01/02/2026 SUTX2011-006 08/03/2011 Rates Fringes CEMENT MASON/CONCRETE FINISHER (Paving and Structures) $ 12.56 ELECTRICIAN $ 26.35 FORM BUILDER/FORM SETTER Paving & Curb $ 12.94 Structures $ 12.87 LABORER Asphalt Raker $ 12.12 Flagger $ 9.45 Laborer, Common $ 10.50 Laborer, Utility $ 12.27 Pipelayer $ 12.79 Work Zone Barricade Servicer $ 11.85 PAINTER (Structures) $ 18.34 POWER EQUIPMENT OPERATOR: Agricultural Tractor $ 12.69 Asphalt Distributor $ 15.55 Asphalt Paving Machine $ 14.36 Boom Truck $ 18.36 Broom or Sweeper $ 11.04 Concrete Pavement Finishing Machine $ 15.48 Crane, Hydraulic 80 tons or less $ 18.36 Crane, Lattice Boom 80 tons or less $ 15.87 Crane, Lattice Boom over 80 tons $ 19.38 Crawler Tractor $ 15.67 Directional Drilling Locator $ 11.67 Directional Drilling Operator $ 17.24 Excavator 50,000 lbs or Less $ 12.88 Excavator over 50,000 lbs$ 17.71 Foundation Drill, Truck Mounted $ 16.93 https://sam.gov/wage-determination/TX20260007/0 Page 564 of 1 J 3/3/26, 1:14 PM SAM.gov Front End Loader, 3 CY or Less $ 13.04 Front End Loader, Over 3 CY$ 13.21 Loader/Backhoe $ 14.12 Mechanic $ 17.10 Milling Machine $ 14.18 Motor Grader, Fine Grade$ 18.51 Motor Grader, Rough $ 14.63 Pavement Marking Machine$ 19.17 Reclaimer/Pulverizer $ 12.88 Roller, Asphalt $ 12.78 Roller, Other $ 10.50 Scraper $ 12.27 Spreader Box $ 14.04 Trenching Machine, Heavy$ 18.48 Servicer $ 14.51 Steel Worker Reinforcing $ 14.00 Structural $ 19.29 TRAFFIC SIGNALIZATION: Traffic Signal Installation Traffic Signal/Light Pole Worker $ 16.00 TRUCK DRIVER Lowboy -Float $ 15.66 Off Road Hauler $ 11.88 Single Axle $ 11.79 Single or Tandem Axle Dump Truck $ 11.68 Tandem Axle Tractor w/Semi Trailer $ 12.81 WELDER $ 15.97 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts. Note: Executive Order 13658 generally applies to contracts subject to the Davis -Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis -Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.30 per hour (or the applicable wage rate listed on this wage https://sam.gov/wage-determinationfTX20260007/0 Page 565 of 13 3/3/26, 1:14 PM SAM.gov determination, if it is higher) for all hours spent performing on the contract in 2025. The applicable Executive Order minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)). The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate. Union Rate Identifiers A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate. Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification. Union Average Rate Identifiers The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE: UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio. The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate. A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based. Survey Rate Identifiers The ""SU"" identifier indicates that either a single non -union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non -union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the https://sam.gov/wage-determinationaX20260007/0 Page 566 of 1 z'd 3/3/26, 1:14 PM SAM.gov year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1). State Adopted Rate Identifiers The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted. WAGE DETERMINATION APPEALS PROCESS 1) Has there been an initial decision in the matter? This can be: a) a survey underlying a wage determination b) an existing published wage determination c) an initial WHD letter setting forth a position on a wage determination matter d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to: Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations. Requests can be submitted via email to BCWD-Office@dol.gov or by mail to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. https://sam.gov/wage-determinationaX20260007/0 Page 567 of 116Si3 3/3/26, 1:14 PM SAM.gov Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210. END OF GENERAL DECISION https://sam.gov/wage-determinationaX20260007/0 Page 568 of 1 z'3 1. Payment greater than prevailing wage rate as listed within this document not prohibited per Texas Government Code, Chapter 2258, Prevailing Wage Rates, Subchapter A. General Provisions. 2. Not less than the following hourly rates shall be paid for the various classifications of work required by this project. Workers in classifications where rates are not identified shall be paid not less than the general prevailing rate of "laborer" for the various classifications of work therein listed. 3. The hourly rate for legal holiday and overtime work shall not be less than one and one-half (1 & 1/2) times the base hourly rate. 4. The rates listed are journeyman rates. Helpers may be used on the project and may be compensated at a rate determined mutually by the worker and employer, commensurate with the experience and skill of the worker but not at a rate less than 60% of the journeyman's wage as shown. Apprentices (enrolled in a federally certified apprentice program) may be used at the percentage rates of the journeyman scale stipulated in their apprenticeship agreement. At no time shall a journeyman supervise more than two (2) apprentices or helpers. All apprentices or helpers shall be under the direct supervision of a journeyman working as a crew. 5. Except for Heavy/Highway Construction, building construction wage rates shall be paid to all workers except those workers engaged in site work and construction beyond five feet of buildings. Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 569 of 1298 EXHIBIT B PERFORMANCE AND PAYMENT BONDS Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 570 of 1298 TEXAS STATUTORY PAYMENT BOND Bond No. 4491662 THE STATE OF TEXAS § THE COUNTY OF BRAZOS KNOW ALL MEN BY THESE PRESENTS: THAT WE, Zone Industries, LLC dba Precision Pump Systems called "Principal" and the other subscriber hereto SureTec Insurance Company corporation organized and existing under the laws of the State of Texas , as Principal, hereinafter ,a , licensed to business in the State of Texas and admitted to write bonds, as Surety, herein after called "Surety", do hereby acknowledge ourselves to be held and firmly bound to the City of College Station, a municipal corporation, in the sum of One Hundred Seventy -Six Thousand Four Hundred and NO /100 Dollars ($ 176,400.00 ) for payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns jointly and severally. THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT: WHEREAS, Principal has entered into a certain contract with the City of College Station, dated the day of March , 20 26 , for Replacement of DRPS HS #5 & #6 VFD referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, the condition of this obligation is such that if Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the Work provided for in said contract, then, this obligation shall be null and void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said Code to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that any change in Contract Time or Contract Sum shall not in anywise affect its obligation on this bond, and it does hereby waive notice of any such change in Contract Time or Contract Sum. A copy of surety agent's "Power of Attorney" must be attached hereto. IN WITNESS THEREOF, the said Principal and Surety have signed and sealed this instrument on the respective dates written below their signatures. Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 571 of 1298 Bond No. 4491662 FOR THE CONTRACTOR: ATTEST & SEAL: (if a corporation) WITNESS: (if not a corporation) By:, Name: Title: Date: 4L/u2e ,her-esq) . L/ 3// 0/(3034 (9 FOR THE SURETY: ATTEST/WITNESS By: Name: Abram Sanchez Title: Witness Date: March 10, 2026 FOR THE CITY: REVIEWED: jeLIA, Q. A-cuSuJ City Attorney 3/16/2026 N0NlNrniffPro� `�00"OOUSTq� ,A �L Zoge Industries, LLC dba Precision Pump Systems y t'(lime of Contractor) •`��r zo+2 f ,,,�"'seTEXAS a ••... '''if$1.uunut,N By: %-ib-,-- Name: -Yost-. Gibs»-s Title: GI=2 Date: 3/1 SureTec Insurance Company (Full Name of Surety) 2103 CityWest Boulevard, Suite 1300 Houston, TX 77042 (Address of Surety for Notice) By: Name: Dana Mickey Title: Attorney -in -Fact Date: March 10, 2026 THE FOREGOING BOND IS ACCEPTED ON BEHALF OF THE CITY OF COLLEGE STATION, TEXAS: City Manager NOTE: Date of bonds must be on or after the date of execution by City. Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 572 of 1298 POA# 4221048 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duty organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Allen Bale, Christopher Brower, Dane Bubela, Daniel Cokenour, Jennifer Upton, Nikki Adams, Parker Hamilton, Samantha Kato, Dennis Northington, Greg A. Wilkerson, Brandon Carpenter, Bob Farish, Shephanie Dauphin-Gawlik, Tim Killeen, Loretta Lange Trudy Mattson, Dana Mickey, Roman R. Zuniga, Raul Barberena Jr., Joan Hall, Ericka Hammen, BaiLee Islas Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Five Million and 00/100 Dollars ($5,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behaff of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 2nd day of April , 2025 SureTec Insurance Company Michael C. Keimig, President State of Texas County of Harris: ice President On this 2nd day of April , 2025 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. JULIE E. MCCLARY Notary Public State of Texas Commission # 12947680-5 Commission Expires March 29, 2026 We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. By: e E. McClary, Notary Public y commission expires 3/29/2026 IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the 10th day of March 2026 . urfr g1 sur Company M. Br nt Beaty, A istant Secretary Any Instrument Issued,in excess of the penalty stated above is totally void and without any validity. 4221048 For verification of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST. Markel Insurance Company Page 573 of 1298 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9500 Arboretum Blvd., Suite 400 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714- 9104 Fax#: 512-490-1007 Web: htto://www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. SIC TX Rider TDI Required Notices rev 07_2022 Page 1 of 1 Page 574 of 1298 PERFORMANCE BOND Bond No. 4491662 THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS: THE COUNTY OF BRAZOS THAT WE, Zone Industries, LLC dba Precision Pump Systems , as Principal, hereinafter called "Contractor" and the other subscriber hereto SureTec Insurance Company , as Surety, do hereby acknowledge ourselves to be held and firmly bound to the City of College Station, a municipal corporation, in the sum of One Hundred Seventv-Six Thousand Four Hundred and NO /100 Dollars ($ 176,400.00 ) for the payment of which sum, well and truly to be made to the City- of College Station and its successors, the said Contractor and Surety do bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally. THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT: WHEREAS, the Contractor has on or about this day executed a Contract in writing with the City of College Station for Replacement of DRPS HS #5 & #6 VFD all of such Work to be done as set out in full in said Contract Documents therein referred to and adopted by the City Council, all of which are made a part of this instrument as fully and completely as if set out in full herein. NOW THEREFORE, if the said Contractor shall faithfully and strictly perform Contract in all its terms, provisions, and stipulations in accordance with its true meaning and effect, and in accordance with the Contract Documents referred to therein and shall comply strictly with each and every provision of the Contract, including all warranties and indemnities therein and with this bond, then this obligation shall become null and void and shall have no further force and effect; otherwise the same is to remain in full force and effect. It is further understood and agreed that the Surety does hereby relieve the City of College Station or its representatives from the exercise of any diligence whatever in securing compliance on the part of the Contractor with the terms of the Contract, including the making of payments thereunder and, having fully considered its Principal's competence to perform the Contract in the underwriting of this Performance Bond, the Surety hereby waives any notice to it of any default, or delay by the Contractor in the performance of his Contract and agrees that it, the Surety, shall be bound to take notice of and shall be held to have knowledge of all acts or omissions of the Contractor in all matters pertaining to the Contract. The Surety understands and agrees that the provision in the Contract that the City of College Station shall retain certain amounts due the Contractor until the expiration of thirty (30) days from the acceptance of the Work is intended for the City's benefit, and the City of College Station shall have the right to pay or withhold such retained amounts or any other amount owing under the Contract without changing or affecting the liability of the Surety hereon in any degree. It is further expressly agreed by Surety that the City of College Station or its representatives are at liberty at any time, without notice to the Surety, to make any change in the Contract Documents and in the Work to be Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 575 of 1298 done thereunder, as provided in the Contract, and in the terms and conditions thereof, or to make any change in, addition to, or deduction from the Work to be done thereunder; and that such changes, if made, shall not in any way vitiate the obligation in this bond and undertaking or release the Surety therefrom. Surety, for value received, stipulates and agrees that any change in Contract Time or Contract Sum shall not in anywise affect its obligation on this bond and it does hereby waive notice of any such change in Contract Time or Contract Sum. It is further expressly agreed and understood that the Contractor and Surety will fully indemnify and hold harmless the City of College Station from any liability, loss, cost, expense, or damage arising out of or in connection with the Work done by the Contractor under the Contract. In the event that the City of College Station shall bring any suit or other proceeding at law on the Contract or this bond or both, the Contractor and Surety agree to pay to the City the actual amounts of attorneys' fees incurred by the city in connection with such suit. This bond and all obligations created hereunder shall be performable in Brazos County, Texas. This bond is given in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, which is incorporated herein by this reference. However, all of the express provisions hereof shall be applicable whether or not within the scope of said statute. Notices required or permitted hereunder shall be in writing and shall be deemed delivered when actually received or, if earlier, on the third day following deposit in a United State Postal Service post office or receptacle, with proper postage affixed (certified mail, return receipt requested), addressed to the respective other party at the address prescribed in the Contract Documents, or at such other address as the receiving party may hereafter prescribe by written notice to the sending party. A copy of surety agent's "Power of Attorney" must be attached hereto. IN WITNESS THEREOF, the said Contractor and Surety have signed and sealed this instrument on the respective dates written below their signatures and have attached current Power of Attorney. Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 576 of 1298 Bond No. 4491662 FOR THE CONTRACTOR: • ATTEST & SEAL: (if a corporatio WITNESS: (if not a corporation) B Name: / /'j to. „r T f. , Title: e OYl,'f'IZOZ(•2 f� Date: 1 f 3.--(- 1 ' FOR THE SURETY: ATTEST/WITNESS By: Name: Title: Date: Abram Sanchez Witness March 10, 2026 FOR THE CITY: REVIEWED: 16LA, Q. ikaistd City Attorney ; ,„..onoSTA/�cS 3/16/2026 Zone Industries, LLC dba Precision Pump Systems EST. TEXP.' �A ,,,,4,,,,,,, By: •' ; (Name of Contractor Name: Title: C Fc.) Date: 3//2 /20. 6 SureTec Insurance Company (Full Name of Surety) 2103 CityWest Boulevard, Suite 1300 Houston, TX 77042 (Address of Surety for Notice) By: Name: Title: Date: Dana Mickey Attorney -in -Fact March 10, 2026 THE FOREGOING BOND IS ACCEPTED ON BEHALF OF THE CITY OF COLLEGE STATION, TEXAS: City Manager NOTE: Date of bonds must be on or after the date of execution by City. Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 577 of 1298 POA# 4221048 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Allen Bale, Christopher Brower, Dane Bubela, Daniel Cokenour, Jennifer Upton, Nikki Adams, Parker Hamilton, Samantha Kato, Dennis Northington, Greg A. Wilkerson, Brandon Carpenter, Bob Farish, Shephanie Dauphln-Gawlik, Tim Killeen, Loretta Lange Trudy Mattson, Dana Mickey, Roman R. Zuniga, Raul Barberena Jr., Joan Hall, Ericka Hammen, BaiLee Islas Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Five Million and 00/100 Dollars ($5,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESCILVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 2nd day of April , 2025 . SureTec Insurance Company Bv7042/10 Michael C. Keimig, President State of Texas County of Harris: ice President On this 2nd day of April , 2025 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, to me personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written. i JULIE E. MCCLARY .. Notary Public State of Texas ti := Commission # 12947580-5 °', Commission Expires March 29, 2026 • i'vt..0 ie E. McClary, Notary Public y commission expires 3/29/2026 We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the 10th day of March 2026 sur. . Company By: M. Br nt Beaty, A istant Secretary Markel Insurance Company And -w Ma4quis, As sdnt Secretary Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221048 For verification of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST. Page 578 of 1298 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9500 Arboretum Blvd., Suite 400 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714- 9104 Fax#: 512-490-1007 Web: htto://www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. SIC TX Rider TDI Required Notices rev 07_2022 Page 1 of 1 Page 579 of 1298 EXHIBIT C CERTIFICATES OF INSURANCE AND ENDORSEMENTS Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 580 of 1298 ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 2/24/2026 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). UUN PRODUCER INAME:CI Tiffanie Kepley Highpoint Insurance Group, LLC. PHONE No. Extl: (281)204-8770 I (a/c, No): (2e1)204-8e10 4300 FM 2351 Friendswood INSURED Zone Industries, LLC 3303 Cypresswood Dr Spring COVERAGES TX 77546 TX 77388 CERTIFICATE NUMBER:2025 Master Cert E-MAIL cer hPts@hP 1g Pr com ADDRESS: • INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:CrUS & Forster Specialty Insurance Comr 44520 INSURERB:National Liability & Fire Insurance INSURERC:Texas Mutual Insurance Company INsuRERD:Endurance American Specialty Ins INSURERS: Argonaut Insurance Company INSURER F: Multiple Policies/Carriers Apply REVISION NUMBER: Co. 20052 22945 Co 41718 19801 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTRiron wvn POLICY NUMBER IMM/DD/YYYYI IMM/DD/YYYYI X COMMERCIAL GENERAL LIABILITY A F E C D D CLAIMS -MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER. POLICY X PRO- JECT LOC OTHER. AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS X HIRED AUTOS UMBRELLA LIAB EXCESS LIAB SCHEDULED AUTOS NON -OWNED AUTOS OCCUR CLAIMS -MADE DED I X I RETENTION $ 10,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Contractors Equipment Installation Floater Y/N N N/A EPK-158317 8/18/2025 8/18/2026 73APB012320 See Comments/Remarks Page WC 929258844824 (NM LA) 0002083359(TX) USL&H Included IM030050746402 IMU30050746402 8/18/2025 8/18/2026 8/18/2025 8/18/2026 8/18/2025 8/18/2026 8/18/2025 8/18/2026 8/18/2025 8/18/2026 8/18/2025 8/18/2026 EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG Contractors Pollution - Each Occ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE X I STATUTE I I ERH E L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT Leased/Rented from Others Aggregate/Per Jobsite DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The General Liability & Auto policies includes blanket additional insured endorsements. The General Liability and Workers' Compensation policies include blanket waiver of subrogation per endorsement. The General Liability includes blanket primary and non-contributory coverage. The Excess policy follows form of the underlying General Liability including Poll, Auto Liability and Employers Liability policies, subject to the policies terms, conditions, and exclusions. All such coverages are provided to the certificate holder only when there is a written contract or agreement between the named insured and the certificate holder that requires such status and/or coverage. CERTIFICATE HOLDER CANCELLATION City of College Risk Management PO Box 9960 College Station, Station Department TX 77842 1,000,000 300,000 5,000 1,000,000 2,000,000 2,000,000 1,000,000 1,000,000 10,000,000 10,000,000 1,000,000 1,000,000 1,000,000 $100,000 $1MM/$250K SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Brandon Smyrl/MEGLIN ACORD 25 (2014/01) INS025 (201401) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 581 of 1298 COMMENTS/REMARKS Certificate holder is completed to include: City of College Station, its officers, agents, volunteers and employees. OFREMARK COPYRIGHT 2000, AMS SERVICES INC. Page 582 of 1298 COMMENTS/REMARKS PRIMARY $3,000,000 EXCESS LIABILITY (Applicable to General Liability and Employers Liability Only) Carrier: Crum & Forster Specialty Insurance Company Effective - 08/18/25 - 08/18/26 Policy # EFX-135149 NAIC # 44520 Limit: $3,000,000 Aggregate, $3,000,000 Per Occurrence PRIMARY $1,000,000 AUTO EXCESS LIABILITY (Applicable to Auto Liability Only) Carrier: Lloyd's of London Effective - 08/18/25 - 08/18/26 Policy # SCT1507626 Limit: $1,000,000 Aggregate, $1,000,000 Per Occurrence SECONDARY $2,000,000 AUTO EXCESS LIABILITY (Applicable to Auto Liability Only) Carrier: Upland Specialty Insurance Company Effective - 08/18/25 - 08/18/26 Policy # USXTL1062225 NAIC # 16988 Limit: $2,000,000 Aggregate, $2,000,000 Per Occurrence HIGH $7,000,000 EXCESS LIABILITY ($7MM X $3MM) (Applicable to General Liability, Auto Liability, Employers Liability and $3MM Lead Excess Liability Policies) Carrier: Navigators Specialty Insurance Company Policy # H025XENZOLBWPIC Effective - 08/18/25 - 08/18/26 NAIC # 36056 Limit: $7,000,000 Aggregate, $7,000,000 Per Occurrence These policies combine for a total Excess Liability Limit of $10,000,000 OFREMARK COPYRIGHT 2000, AMS SERVICES INC. Page 583 of 1298 M-5876 (05/2016) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM TRUCKERS COVERAGE FORM In consideration of payment of the additional premium listed below, LIABILITY COVERAGE is extended to any person or organization you are required to add to this policy as an additional insured in a written agreement between you and the additional insured that is executed prior to the "accident" provided that: 1) such insurance applies only to the ownership, maintenance or use of a covered auto; and 2) such insurance applies only to acts or omissions by you, your agents or your "employees" while such covered auto is being used in your business; and 3) such insurance does not apply to the acts or omissions of the additional insured or any of the additional insured's agents or "employees" other than you; and 4) such insurance does not apply if the additional insured is subject to motor carrier insurance requirements and is not insured for hired "autos" under an "auto" liability insurance form that insures on a primary basis the owners of the "autos" and their agents and "employees" while the "autos" are being used exclusively in the additional insured's business and pursuant to operating rights granted to the additional insured by a public authority; and 5) such inclusion of additional insured shall not increase our limit of liability under this policy. All other terms, conditions and agreements remain unchanged. Company Name NATIONAL LIABILITY & FIRE INSURANCE COMPANY Named Insured ZONE INDUSTRIES LLC Additional Premium: $ 2,500 Policy Number 73 APB 012320 Endorsement Effective 08/18/2025 12:01 AM Countersigned by (Authorized Representative) (The Attaching Clause need be completed only when this endorsement is issued subsequent to preparation of the policy.) M-5876 (05/2016) Page 584 of 1298 _exasMutual® WORKERS' COMPENSATION AND EMPLOYERS LIABILITY POLICY WC420304B Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. () Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas operations 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 8/18/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0002083359 of Texas Mutual Insurance Company effective on 8/18/25 Issued to: ZONE INDUSTRIES, LLC DBA: PRECISION PUMP SYSTEMS This is not a bill NCCI Carrier Code: 29939 Boh0,66t41441 Authorized representative PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com I (800) 859-5995 I Fax (800) 359-0650 8/15/25 WC 42 03 04 B Page 585 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Additional Person(s) or Organization(s): Location And Description Of Completed Operations Blanket when specifically required in a written contract with the Blanket when specifically required in a written named insured. contract with the named insured. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section III — Who Is An Insured within the Common Provisions is amended to include as an insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". EN0320-0211 Page 1 of 1 Page 586 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s) of Covered Operations Blanket when specifically required in a written contract with the Blanket when specifically required in a written named insured. contract with the named insured. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section III — Who Is An Insured within the Common Provisions is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" cause, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. EN0321-0211 With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 3. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 4. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. Page 1 of 1 Page 587 of 1298 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED WITH WAIVER OF SUBROGATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART CONTRACTORS POLLUTION LIABILITY COVERAGE PART ERRORS AND OMISSIONS LIABILITY COVERAGE PART THIRD PARTY POLLUTION LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) or Organization(s) Blanket when specifically required in a written contract with the named insured. A. SECTION III — WHO IS AN INSURED within the Common Provisions is amended to include as an additional insured the person(s) or organization(s) indicated in the Schedule shown above, but solely with respect to "claims" caused in whole or in part, by "your work" for that person or organization performed by you, or by those acting on your behalf. This insurance shall be primary and non-contributory, but only in the event of a named insured's sole negligence. B. We waive any right of recovery we may have against the person(s) or organization(s) indicated in the Schedule shown above because of payments we make for "damages" arising out of "your work" performed under a designated project or contract with that person(s) or organization(s). C. This Endorsement does not reinstate or increase the Limits of Insurance applicable to any "claim" to which the coverage afforded by this Endorsement applies. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. EN0118-0211 Page 1 of 1 Page 588 of 1298 EXHIBIT D PLANS AND SPECIFICATIONS If the plans and specifications from the RFP/CSP are not physically inserted here, then they are fully incorporated into this contract by reference. Equipment Scope & Services Included Replace 2 Allen Bradley 500HP VFD with Yaskawa GA800 Field modify existing cabinets: Replace Main Breakers/Fuse Section Keep present CPT at 3KVA Remove AC line reactor Keep door mounted devices and wiring. Interface with new VFD Remove Allen Bradley VFD Remove 18 pulse components Add Yaskawa GA800 VFD Add Yaskawa Semiconductor Fusing Add TCI 5% Line Reactor with lugs Add VFD Door Mounted Keypad Cable and wire cabinet Labor and shipping included Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 589 of 1298 lir-4112 INDUSTRIES Attn: College Station Project: 500HP VFD Replacement Contact: Jared Lapaglia Zone Industries 3303 Cypresswood Dr Spring, TX 77388 P:713-783-8530 Date: 2-17-2026 Quote: CL01272026 Page: 1 of 2 Thank you for your continued interest in high quality Zone Industries products. Pursuant to your inquiry as referenced above, we are pleased to submit our proposal for your kind consideration. We appreciate your confidence in Zone Industries to supply the best equipment and service available in the industry today! Equipment Scope & Services Included Replace 2 Allen Bradley 500HP VFD with Yaskawa GA800 Field modify existing cabinets: Replace Main Breakers/Fuse Section Keep present CPT at 3KVA Remove AC line reactor Keep door mounted devices and wiring. Interface with new VFD Remove Allen Bradley VFD Remove 18 pulse components Add Yaskawa GA800 VFD Add Yaskawa Semiconductor Fusing Add TCI 5% Line Reactor with lugs Add VFD Door Mounted Keypad Cable and wire cabinet Labor and shipping included Board PURCHASING COOPERATIVE Contract # 770-25 Water & Wastewater Pumps & Motors Zone Industries (Formally Precision Pumps) Net Price: $84,000.00 each side Bonds: $8,400.00 Total Net Price: $176,400.00 Terms are net 30, upon approved credit. No taxes are included. Prices firm for 30 days only. Note: Retainers are not considered as part of the terms of the quotation. Zone will furnish Insurance Certificate upon request. The above quotation is subject to Zones' standard conditions of sale and any party's acceptance to purchase items @ cost noted hereby signify that they have read and understand those conditions and agree to them. These said terms & conditions shall have absolute & overriding authority of any agreement between Zone & other parties unless specifically noted otherwise by Zone in writing. No verbal or handwritten changes to this proposal shall be acceptable, unless within revised written proposal provided. This offer is not a Bill of Sale. Customer must supply written notice of any order cancellation and is solely responsible for All cost associated with any order cancellation requested. There will be a 1% Interest per Month Charge on All Payments Past 60 Days. By Signing this Quote, means you have read and agree to all Terms and Conditions. P.O. Box 73149, Houston, TX 77273 Tel: 713-783-8530 Fax: 713-783-1221 Page 590 of 1298 Page 2 of 2 DELIVERY: 10 to 12 weeks after receipt of approved submittal data FOB: Shipping Point, Freight Included NOTES/EXCEPTIONS Unless specifically mentioned in this proposal for inclusion with proposed items, Zone has not included any other items or services. Items quoted are standard construction and paint unless otherwise noted. Motors sent in for rebuild that are "Listed Motors" i.e. UL, FM, etc. will not be re- certified unless specifically stated at time of repair. Any sale of goods is based on our "Standard Terms & Conditions of Sales'; request copy if needed. Proposal is limited to the items and quantities listed. Neither verbal nor handwritten changes are acceptable. Any revision to proposal will be provided in a re -typed "revised" proposal. Comments to your Inquiry: Note that it does not include any permits or bonding that may be required. If these are required, they may increase the final price. We look forward to working with you on this and any future projects. If you have any questions or thoughts, please do not hesitate to call. Please sign and date this quotation and return with your purchase order. Sincerely, Chris Leadbetter Sr Municipal Sales Zone Industries 3303 Cypresswood Dr Spring, TX 77388 M: 509-859-6415 0: 713-783-8530 Cleadbetter(aZoneindustries.com APPROVED BY: DATE: Terms are net 30, upon approved credit. No taxes are included. Prices firm for 30 days only. Note: Retainers are not considered as part of the terms of the quotation. Zone will furnish Insurance Certificate upon request. The above quotation is subject to Zones' standard conditions of sale and any party's acceptance to purchase items @ cost noted hereby signify that they have read and understand those conditions and agree to them. These said terms & conditions shall have absolute & overriding authority of any agreement between Zone & other parties unless specifically noted otherwise by Zone in writing. No verbal or handwritten changes to this proposal shall be acceptable, unless within revised written proposal provided. This offer is not a Bill of Sale. Customer must supply written notice of any order cancellation and is solely responsible for All cost associated with any order cancellation requested. There will be a 1% Interest per Month Charge on All Payments Past 60 Days. By Signing this Quote, means you have read and agree to all Terms and Conditions. P.O. Box 450270, Houston, TX 77245 Tel: 713-783-8530 Fax: 713-783-1221 Page 591 of 1298 EXHIBIT E CONSTRUCTION SCHEDULE Delivery: 10 to 12 Weeks after receipt of approval. Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 592 of 1298 EXHIBIT F SCHEDULE OF VALUES Net Price: $84,000.00 x 2 = $168,000.00 Bonds: $ 8,400.00 Total Net Price: $176,400.00 Contract No. 26300412 Construction Agreement Over $50,000 Form 04-20-2023 Page 593 of 1298 March 26, 2026 Item No. 7.18. Extension of Meter Reading Services Sponsor: Mary Ellen Leonard, Director of Fiscal Services Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on Change Order No. 1 for Electric and Water Meter Reading Services with Alexander's Contract Services, Inc., not to exceed $391,000; which includes $56,000 for two additional months. Relationship to Strategic Goals: Recommendation(s): Staff recommends City Council approve change order no. 1 for Alexander's Contract Services, Inc. for Electric and Water Meter Reading Services, in the amount not to exceed $391,000. Summary: Utility Customer Service requests approval to extend the current agreement on a month - to -month basis in accordance with the terms of RFP No. 21-010 until a new contract can be executed. The original contract term is April 1, 2025, through March 31, 2026. A new Request for Proposals (RFP) was issued on February 16, 2026, and proposals were received and closed on March 5, 2026. Additional time is required to complete the evaluation process and finalize a new contract. Additionally, the department is currently in the process of relocating, which will temporarily delay the evaluation process. The requested month -to -month extension will ensure continuity of services during this interim period until a new agreement can be presented to City Council for approval in May. Budget & Financial Summary: Sufficient funds are budgeted and available in the Utility Customer Service fund to cover the contract extension. Attachments: 1. 21300361 CO1--LKP (CC 3.26.26) vendor signed Page 594 of 1298 CONTRACT & AGREEMENT ROUTING FORM Cm.Caijrur. Sr. i Ecs\ N... �r..uya E nr..rrrry CONTRACT#: 21300361 R4 PROJECT #: N/A BID/RFP/RFQ#: 21-010 Project Name / Contract Description: Meter Reading of Electric and Water Meters Name of Contractor: CONTRACT TOTAL VALUE: Alexander's Contract Services, Inc. $ 391,000.00 Debarment Check n Yes n No n N/A Section 3 Plan Incl. Yes No • N/A NEW CONTRACT n RENEWAL # Grant Funded Yes No ■ If yes, what is the grant number:) Davis Bacon Wages Used Buy America Required Transparency Report Yes Yes Yes No No CHANGE ORDER # 1 OTHER No • • N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) Change order no. 1 to extend original contract terms for an additional two months, until an award of a new contract per RFP #26-050. GL 22260260-5315 (If required)* CRC Approval Date*: N/A Council Approval Date*: 03/26/26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: N/A Performance Bond: N/A Payment Bond: N/A Info Tech: N/A SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT DATE ASST CITY MGR — CFO DATE LEGAL DEPARTMENT DATE APPROVED & EXECUTED CITY MANAGER DATE N/A MAYOR (if applicable) DATE N/A CITY SECRETARY (if applicable) DATE 9.12.23 UPDATED Page 595 of 1298 CHANGE ORDER NO.: 1 DATE: 03/09/26 CONTRACT #: 21300361R4 PO #: 25202089 PROJECT: Meter Reading Services ITB #: 21-010 OWNER: CONTRACTOR: City of College Station Alexander's Contract Services, Inc. P.O. Box 9960 8655 Morro Rd., StC College Station, Texas 77842 Atascadero, CA 93422 PURPOSE OF THIS CHANGE ORDER: College Station Utilities requests approval to extend the current agreement on a month -to -month basis in accordance with the terms of RFP No. 21- 010 until a new contract can be executed. The original contract term is April 1, 2025 through March 31, 2026. A new Request for Proposals (RFP) was issued on February 16, 2026, and proposals were received and closed on March 5, 2026. Additional time is required to complete the evaluation process and finalize a new contract. Additionally, the department is currently in the process of relocating, which will temporarily delay the evaluation process. The requested month -to - month extension will ensure continuity of services during this interim period until a new agreement can be presented to City Council for approval in May. ITEM NO UNIT DESCRIPTION UNIT PRICE ORIGINAL QUANTITY REVISED I ADDED I QUANTITY COST 1 2 Monthly 04/01/26-04/30/26 Monthly 05/01/26-05/31/26 $28,000.00 1 $28,000.00 $28,000.00 1 $28,000.00 GL 22260260-5315 TOTAL $56,000.00 THE NET AFFECT OF THIS CHANGE ORDER IS "16.72 "% INCREASE. UPDATE : Line 1- 2 total $56,000.00 TOTAL CHANGE ORDER $56,000.00 ORIGINAL CONTRACT AMOUNT $335,000.00 CHANGE ORDER NO. 1 $56,000.00 REVISED CONTRACT AMOUNT $391,000.00 ORIGINAL CONTRACT TIME 365 Days 60 Days REVISED CONTRACT TIME 425 Days SUBSTANTIAL COMPLETION DATE 3/31/2026 REVISED SUBSTANTIAL COMPLETION DATE 5/31/2026 16.72% CHANGE 16.72% TOTAL CHANGE APPROVED 3/10/2026 CONSTRUCTION CONTRACTOR Date PROJECT MANAGER Date DEPARTMENT DIRECTOR Date ASST CITY MGR - CFO CITY MANAGER CITY ATTORNEY Date Date Date 1 Page 596 of 1298 EXHIBIT B PAYMENT SCHEDULE The Contractor must submit monthly invoices to the City, accompanied by an explanation of charges, fees, services, and expenses. The City will pay such invoices in compliance with the Texas Prompt Payment Act. Invoice amount shall be payable by the City pursuant to the schedule listed below and upon completion of the services and written acceptance by the City. Schedule of Payment for each phase: Standard Services Meter Reading Services (Electric & Water) Additional "Peak Time" Meter Reading Services $0.91 per unit $1.22 per unit ❑ ACS offers a Net 10/ 1 1/2 % (one- and one-half percent) discount of invoice payments. ❑ Pricing will remain in effect for one year. Years 3 and 4 will not increase in an amount greater than 2% each year annually. All above pricing are inclusive of hourly pricing and out-of-pocket expenses. ❑ Unit pricing is based upon reading water and electric at the same premise, single meter water and electric accounts, apartment metered accounts, TOU, Demand, touch read, and radio as specified in the RFP. ❑ Pricing reflects use of Alexander's own hardware and software solution to read the City of College Station water and electric meters and creates a compatible interface file to the City of College Station back -end billing system. ❑ Pricing includes a meter reading accuracy error rate equal to or less than 99% of reads taken. ❑ Pricing includes the photo verification of double high and negative reads at the time the read is "out of range". ❑ Costs include providing City of College Station access to the Cloud SST web -based meter reading product. Contract No. 21300361R4 General Service Contract CRC 02-24-2023 C#21300361R4 Alexander's Contract Svcs Page4597 of 1298 March 26, 2026 Item No. 7.19. Tourism Committee Appointment Sponsor: Ian Whittenton, Deputy City Secretary Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on appointing Tina Ann Duncan to an unexpired term on the Tourism Committee. Relationship to Strategic Goals: - Good Governance Recommendation(s): Recommend council appoint or provide direction to staff to extend the application period. Summary: On February 2, 2026, the City Secretary's Office was informed that Jim Ross had resigned from the Tourism Committee. The application has remained open for over 30 days and there is one applicant, Tina Ann Duncan. This item is to appoint Mrs. Duncan to the unexpired term of Mr. Ross, or to provide direction to staff to extend the application period. Budget & Financial Summary: N/A Attachments: 1. Tourism Applicant List 032626 Mtg_Redacted Page 598 of 1298 Tourism Committee (APPLY NOW) City of College Station 1 Generated 3/18/2026 @ 2:34:05 PM by OnBoardGOV - Powered by ClerkBase Applicant Date Boards Mrs Tina Ann Duncan 2/9/2026 Tourism Committee (APPLY NOW) Pending Address Yes, I am a resident: Yes Contact Status Cell Phone: Email: Validated Page 599 of 1298 March 26, 2026 Item No. 8.1. Annual Comprehensive Financial Report (ACFR) Sponsor: Michael DeHaven, Assistant Director of Fiscal Services Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action, relating to receiving the annual audit reports and Annual Comprehensive Financial Report (ACFR) for the fiscal year ended September 30, 2025. Relationship to Strategic Goals: Financially Sustainable City Recommendation(s): Staff recommends that Council accept the 2025 single audit report and ACFR. Summary: The City's Charter and Fiscal and Budgetary Policies along with State law require that not less than thirty (30) days prior to the end of each fiscal year, the City Council shall designate a qualified public accountant or accountants who, as of the end of the fiscal year, shall make an independent audit of accounts and other evidences of financial transactions of the City government and shall submit the report to the City Council. Also, the City's budgetary policies require that the auditor jointly review the management letter/audit results with the City Council within 30 days of receipt by the staff. Mr. John DeBurro of Weaver and Tidwell, LLP, will present the results of the fiscal year 2025 audit and present, along with staff, the 2025 ACFR. Mr. DeBurro will also be available to answer any questions the City Council may have. Budget & Financial Summary: There is no direct budgetary impact to receiving the ACFR and single audit report. Attachments: None Page 600 of 1298 March 26, 2026 Item No. 8.2. Strategic Plan Update Sponsor: Ross Brady, Chief of Staff Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on the 2026 update to the City Council Strategic Plan. Relationship to Strategic Goals: Good Governance Financial Sustainability Core Services and Infrastructure Neighborhood Integrity Diverse and Growing Economy Improving Mobility Sustainable City Recommendation(s): Staff recommends the Council consider the updated versions of the strategic plan and vote to adopt one version of the plan as written, or with changes directed by Council. Summary: The City Council met for a strategic planning retreat on February 16th, 2026. During the retreat, the Council discussed strategic priorities and updates to the Strategic Plan. Based on these Council -directed updates, two versions of the Strategic Plan are attached. The first version, entitled 'Red Line', shows the changes directed by Council within the existing format of the plan. The second document, entitled 'New Format', incorporates the same changes in a reorganized format in which each objective is assigned one or more actions. Both versions have been sent to Council ahead of the meeting for review. Budget & Financial Summary: Attachments: 1. City Council Strategic Plan 2026 Update - Redline 2. City Council Strategic Plan 2026 Update - New Format Page 601 of 1298 City Council Strategic Plan — 2025 2026 Update City Council Mission On behalf of the citizens of College Station, home of Texas A&M University, we will continue to promote and advance the community's quality of life. Community Vision College Station, the oLid home of Texas A&M University and the heart of Aggicland, will serve as an 4Hamplo of a vibrant, forward thinking, knowledge based communit';, thct promotes the highest quality of Iifc.College Station will be the nation's most vibrant university community, a place where businesses thrive, innovation is embraced, and quality of life is unmatched, resulting in sustained prosperity and economic competitiveness. Core Values • The health, safety, and general well-being of the community. • Excellence in customer service. • Fiscal responsibility. • Citizen involvement and participation. • Collaboration and cooperation. • Regionalism as an active member of the Brazos Valley community and beyond. • Activities that K omotc [Local autonomy. • Plan and collaboratoCollaboration with Texas A&M University. • Being an employer of choice. Why have a plan? To maintain and enhance College Station's high quality of life and unique community character, the College Station City Council works closely with residents and the City's experienced management team to plan for current and future needs. The Strategic Plan identifies shared priorities and goals and provides a cohesive framework for the annual budget process. The Strategic Plan's seven initiatives include specific objectives and actions designed to meet the initiatives' goals. The plan also outlines performance measures to mark each initiative's progress and the plan's overall success. Page 602 of 1298 Good Governance GOAL: The City is governed in a transparent, efficient, accountable, and responsive manner on behalf of its citizens that actively promotes citizen involvement. OBJECTIVES: What does this mean for citizens? • The City conducts business in an open and inclusive fashion. • The City delivers services in an efficient, practical manner. • The City actively pursues the aspirations, goals, and expectations of its citizens. • Citizens are encouraged to serve on city boards, commissions, and other volunteer capacities. • Citizens are satisfied with city services and facilities. • The City actively engages with the legislature on matters relating to home rule authority. ACTIONS: How will we achieve success? • The council will annually review and implement the Strategic Plan. • Ensure all agreements with external entities are fair and beneficial to the citizens of College Station. • Conduct regular citizen surveys about city services and priorities. • The council will conduct regular internal audits of city services, practices, and programs and report the results to the public. • Televise, livestream, and record council meetings. • Critical governance information such as plans, budgets, ordinances, expenditures, etc., will be available on the City's website and in city offices. • The council will ensure its funding partners remain wise stewards of tax funds. • The council will adopt and adhere to a series of practices for conducting its meetings. • The City will ensure notices are posted and readily available to the public. • Information will be shared and communicated with citizens about city issues through owned, earned, and paid media. • The City will implement strategies to safely and effectively engage with the public. • Develop and approve a legislative platform for each legislative session. Page 603 of 1298 Financial Sustainability GOAL: Wise stewardship of financial resources results in the City's ability to meet service demands and obligations without compromising the ability of future generations to do the same. OBJECTIVES: What does this mean for citizens? • The City maintains diverse sources of revenue and a competitive property tax rate for growing cities of comparable size. • The City maintains adequate reserves to ease the impact of economic fluctuations. • The City maintains economic competitiveness measured by comparable trends. • Citizens know where city revenue comes from and how it is spent. • Citizens are satisfied with city services and facilities. ACTIONS: How will we achieve success? • Staff will recommend an annual balanced budget and a diversity of revenue sources. • Maintain or improve the City's bond ratings. • Enterprise operation rates will be set to meet service demands. • Seek grants and other outside funding. • Maintain and rehabilitate equipment, facilities, and infrastructure on a strategic schedule and ar abl;rh maintain reserve funds to enable replacement. • Staff will seek the efficient delivery of services and facilities. • Maximize the transparency of expenditures, policies, and procedures. • Conduct routine audits to ensure accountability and maximize efficiency. • Set fees at appropriate levels to recover the costs of service delivery and new development. • Monitor and/or seek legislation to support financial sustainabilitv. Page 604 of 1298 Core Services & Infrastructure GOAL: The City's core services and infrastructure are efficiently, effectively and strategically delivered to enable promote economic growth and development, and to maintain citizens' health, safety and general welfare. OBJECTIVES: What does this mean for citizens? • The City has few utility failures and outages. • The City reduces crime and fear of crime, including risk of injury or property damage. • The City protects life and property. • City services and facilities are adequate in size, location, and timing. • City services and utilities are safe and efficient. • The City assists at -risk and low-income residents. • Citizens are satisfied with city services and facilities. ACTIONS: How will we achieve success? • Maintain program accreditations and certifications. • Attract and retain professional staff and be an employer of choice. • Guide private and public land use for business development. • Plan for, maintain, and invest in the infrastructure, facilities, services, personnel, and equipment needed to meet projected needs and opportunities. • Provide immersive learning experiences for citizens. • Use technology to deliver services effectively and efficiently. • Continue to support community development agencies who demonstrate good stewardship of public funds. • Continue to support fair and workforce housing programs. • Explore potential partnerships to enhance core services. • The City will work with neighboring entities to ensure coordinated countywide emergency response can be conducted, when necessary. Page 605 of 1298 Neighborhood Integrity GOAL: The city's current and future neighborhoods are long-term, viable, safe, and appealing. OBJECTIVES: What does this mean for citizens? • The City has diverse housing choices, and property values are stable or increasing. • The City strives to ensure citizens are satisfied with the quality of life in their neighborhoods. • The City strives to miti_atc the negative impacts of neglected propertics.will encourage redevelopment and infill of vacant or underutilized properties within existing urban areas. ACTIONS: How will we achieve success? • The City will strive to have proactive code enforcement. • Consider additional options for code enforcement practices related to behaviors, in tandem with occupancy regulations. • Consider policy options beyond familial -based occupancy regulations which can help mitigate occupancy issues in single-family neighborhoods. • The City will strive to be an affordable place to live for all citizens. • Continue partnerships with Texas A&M University's off -campus housing efforts. • Federal and state funds will be used to help provide workforce housing and address community development needs and opportunities. • Use a geographic -based approach to deliver police services. • The Police Department's Community Enhancement Unit will provide proactive neighborhood support. • Continue to invest in the maintenance and rehabilitation of neighborhood infrastructure and facilities. • Expand mobile -ready technologies to inform citizens and engage them on city issues and concerns. • Engage with neighborhood residents to address concerns and capitalize on opportunities. • Continue to support and partner with homeowner and neighborhood associations to proactively address their priorities and interests. Page 606 of 1298 Diverse & Growing Economy GOAL: The City's diverse economy generates high -quality, stable jobs that strengthen the sales and property tax base and contribute to an exceptional quality of life. OBJECTIVES: What does this mean for citizens? • The City's annual taxable value increases. • The City's annual sales tax and hotel occupancy tax receipts increase. • The number of high -paying, full-time private sector jobs increases. • Adequate, serviceable land is available for economic development opportunities. • Opportunities are available for starting and operating businesses. • There will be an environment supportive of entrepreneurship and innovation. - ACTIONS: How will we achieve success? • Support, expand, and diversify a consumer -oriented economy. • Expand and diversify efforts to generate job growth. • Pursue workforce development to support economic development initiatives. • Seek to increase weekday tourism. • Protect major economic assets from incompatible encroachments. • Support potential efforts to improve service opportunities at Easterwood Airport. • Facilitate efforts to expand and enhance broadband internet services. • Encourage diverse, business -to -business services. • Plan and invest in infrastructure, facilities, services, personnel, and equipment needed to meet projected needs and opportunities. • Consider business impacts when developing regulations and standards. • Ensure adequate, serviceable land is available for economic needs. • Maintain and increase relationships with Texas A&M University, and other local, regional, and public/private economic partners. • Promote the College Station brand through business recruitment and destination marketing efforts. • Continue to develop and promote signature events, features, and venues for residents and visitors. Page 607 of 1298 Improving Mobility GOAL: The City has a safe, efficient, sustainable and well-connected multimodal and innovative transportation system which contributes to a high quality of life and is sensitive to surrounding uses. OBJECTIVES: What does this mean for citizens? • The City increases the number of safe and complete ways to travel in town. • The City increases the enforcement of traffic offenses in an effort to decrease vehicle accidents. • City streets are not heavily congested for extended periods of time. • City streets, sidewalks, bike lanes, and multimodal paths are well -maintained and free of hazards. • The Citv enacts policy to enhance and promote micromobilitv in a safe and inclusive manner. ACTIONS: How will we achieve success? • Provide streets which safely accommodate multimodal transportation. • Ensure streets and sidewalks have features which promote pedestrian and bicycle safety. • Seek transit opportunities through partnerships. • Provide for land uses which support multimodal opportunities. • Plan for infrastructure which meets projected growth and development. • Identify and apply for federal and state funds to construct facilities. • Make investments to help avoid long periods of traffic congestion. • Promote a well-connected system of residential streets and collector avenues to ease the strain on expensive arterial boulevards. • Create and fund a multi -year capital improvements program. • Maintain and rehabilitate the system to avoid costly replacement. • Maximize the system's efficiency, including intersection improvements, traffic signal timing, and signage. Page 608 of 1298 Sustainable City GOAL: The City's conservation and environmental awareness is fiscally responsible and results in a real and tangible return on investment. OBJECTIVES: What does this mean for citizens? • The City utilizes and purchases power from renewable energy sources. • The City reduces energy and water consumption. • The City reduces the volume of waste generated. • The City uses land efficiently, effectively, and equitably. • The City protects vulnerable environmental features. • The City reduces the risk associated with flooding and other natural hazards. ACTIONS: How will we achieve success? • Enhance conservation and recycling efforts. • Utilize renewable energy. • Purchase renewable energy. • Protect potable water supply and its ability to meet projected demands. • Conduct sound land use planning guided by the Comprehensive Plan. • Increase participation in FEMA's Community Rating System program. • Acquire Protect flood -prone areas and their associated riparian areas through the Grecnway Acquisition program.appropriate zoning policies. • Seek grants and other sources of outside funding to support sustainability efforts. • Encourage education about city conservation efforts and programs. • Invest in co -production in service delivery where applicable. • Identify strategies to utilize publicly owned land for future investments. Page 609 of 1298 P-Y.25-FY26 Strategies Good Governance • Maintain transparency and improve the public's ability to participate in government. • Explore annexation opportunities. • Actively engage with the legislature in matters relating to home rule authority. Financial Sustainability • Explore and pursue methods of diversifying the City's sources of revenue. • Review impact fees as a component of financing growth -related capital investments. • Consider alternative infrastructure funding opportunities. Core Services & Infrastructure • Evaluate options for a community recreation center. • Consider the construction of a new Public Works facility. • Increase and expand programming in our parks system. • Begin planning and development of Hensel Park in partnership with Texas A&M University. • Begin planning and design of Southwest Park. • Increase the number of baseball fields, including a championship field. • Make infrastructure improvements in aging areas. Neighborhood Integrity • Provide options for affordable, dense housing options in Northgate, Wolf Pen Creek, and other targeted areas to relieve housing pressure in existing neighborhoods. • Pursue strategies to maintain achieve housing affordability. • Complete the Greater Northgate Small Area Plan. • Reexamine plans for Midtown development. • Explore additional behavior -related code enforcement practices. Diverse & Growing Economy • Expand and diversify efforts to attract high -quality, stable jobs. • Encourage workforce development to support economic development initiatives. • Find opportunities to connect Century Square with Hensel Park. • Initiate options for redevelopment of Wolf Pen Creek corridor and Post Oak Mall. • Explore opportunities for a convention center. • Identify options for future development or redevelopment areas. • Expand efforts to attract weekday tourism. • Consider methods of attracting tourism through investment in creative arts and performances. • Expand Christmas in College Station. • Engage Easterwood Airport to identify improved service opportunities. • Improve infrastructure, programming, and opportunities in the Northgate area. • Add gateway signage at every major entrance to College Station. Page 610 of 1298 Improving Mobility • Expand public transit options and increase multimodal infrastructure. • Work with contractors to ensure multimodal infrastructure is included in project design. • Develop a new, broader relationship with Brazos Transit based on federal direction, including the need for local representation. Sustainable City • Examine ways to utilize co -production for service delivery. • Explore options to create a more aesthetically pleasing and effective stormwater management system. Page 611 of 1298 City Council Strategic Plan — 2026 Update City Council Mission On behalf of the citizens of College Station, home of Texas A&M University, we will continue to promote and advance the community's quality of life. Community Vision College Station will be the nation's most vibrant university community, a place where businesses thrive, innovation is embraced, and quality of life is unmatched, resulting in sustained prosperity and economic competitiveness. Core Values • The health, safety, and general well-being of the community. • Excellence in customer service. • Fiscal responsibility. • Citizen involvement and participation. • Collaboration and cooperation. • Regionalism as an active member of the Brazos Valley community and beyond. • Local autonomy. • Collaboration with Texas A&M University. • Being an employer of choice. Why have a plan? To maintain and enhance College Station's high quality of life and unique community character, the College Station City Council works closely with residents and the City's experienced management team to plan for current and future needs. The Strategic Plan identifies shared priorities and goals and provides a cohesive framework for the annual budget process. The Strategic Plan's seven initiatives include specific objectives and actions designed to meet the initiatives' goals. The objectives are worded as visions which the City Council seeks to obtain, for example "The City will be a place where opportunities are available for starting and operating businesses." Each object then has one or more action statements specifying how the objective will be achieved. Page 612 of 1298 Good Governance GOAL: The City is governed in a transparent, efficient, accountable, and responsive manner on behalf of its citizens that actively promotes citizen involvement. OBJECTIVES AND ACTIONS: 1. The City will conduct business in an open and inclusive fashion. 1.1 Adopt and adhere to a series of practices for conducting its meetings. 1.1.1 Ensure notices are posted and readily available to the public. 1.1.2 Televise, livestream, and record council meetings. 1.2 Critical governance information such as plans, budgets, ordinances, expenditures, etc., will be available on the City's website and in city offices. 1.3 Information will be shared and communicated with citizens about city issues through owned, earned, and paid media. 2. The City will deliver services in an efficient, practical manner. 2.1 The council will conduct regular internal audits of city services, practices, and programs and report the results to the public. 2.2 Explore potential partnerships to enhance core services. 2.2.1 Ensure funding partners remain wise stewards of tax funds. 3. The City will actively pursue the aspirations, goals, and expectations of citizens. 3.1 The council will annually review and implement the Strategic Plan. 3.2 Encourage citizens to serve on city boards, commissions, and other volunteer capacities. 3.3 Expand mobile -ready technologies to inform citizens and engage them on city issues and concerns. 4. The City will ensure citizens are satisfied with city services and facilities. 4.1 Implement strategies to effectively engage with the public. 4.2 Conduct regular citizen surveys about city services and priorities. 5. The City will actively engage with the legislature on matters relating to home rule authority. 5.1 Develop and approve a legislative platform for each legislative session. Page 613 of 1298 Financial Sustainability GOAL: Wise stewardship of financial resources results in the City's ability to meet service demands and obligations without compromising the ability of future generations to do the same. OBJECTIVES AND ACTIONS: 1. The City will secure diverse sources of revenue and a property tax rate and fee structure which is competitive with other growing cities of comparable size. 1.1 Pursue methods of diversifying the City's sources of revenue. 1.1.1 Seek grants and other outside funding. 1.2 Ensure the property tax rate and fee structure are competitive with benchmark cities. 1.2.1 Set enterprise operation rates to meet service demands. 1.2.2 Set fees at appropriate levels to recover the costs of service delivery and new development. 1.2.3 Review impact fees as a component of financing growth -related capital investments. 1.3 Staff will recommend a balanced annual budget. 1.3.1 Consider alternative infrastructure funding opportunities. 1.3.2 Maintain or improve the City's bond ratings. 1.3.3 Monitor or seek legislation to support financial sustainability. 1.3.4 Ensure all agreements with external entities are fair and beneficial to the citizens of College Station. 2. The City will maintain adequate reserves to ease the impact of economic fluctuations. 2.1 Manage equipment, facilities, and infrastructure on a strategic schedule and maintain reserve funds to enable replacement. 3. Citizens will know where city revenue comes from and how it is spent. 4.1 Maximize the transparency of expenditures, policies, and procedures. 4.2 Conduct routine audits to ensure accountability and maximize efficiency. Page 614 of 1298 Core Services & Infrastructure GOAL: The City's core services and infrastructure are efficiently, effectively and strategically delivered to promote economic growth and development, and to maintain citizens' health, safety and general welfare. OBJECTIVES AND ACTIONS 1. The City will protect life and property. 1.1 Reduce crime and fear of crime, including risk of injury or property damage. 1.2 Work with neighboring entities to ensure coordinated countywide emergency response can be conducted, when necessary. 1.3 Use a geographic -based approach to deliver police services. 2. The City will provide services and facilities which are adequate in size, location, and timing. 2.1 Plan for, maintain, and invest in the infrastructure, facilities, services, personnel, and equipment needed to meet projected needs and opportunities. 2.1.1 Consider the construction of a new Public Works facility. 2.2.2 Evaluate options for a community recreation center. 2.2.3 Increase and expand programming in our parks system. 2.2.4 Plan and development of Hensel Park in partnership with Texas A&M University. 2.2.5 Plan and design Southwest Park. 2.2.6 Increase the number of baseball fields, including a championship field. 2.8 Make infrastructure improvements in aging areas. 3. The City will provide services and utilities which are safe and efficient. 3.1 Provide reliable utility service with few failures and outages. 3.2 Use technology to deliver services effectively and efficiently. 4. The City will attract and retain professional staff and be an employer of choice. 4.1 Maintain program accreditations and certifications. 5. The City will assist at -risk and low-income residents. 5.1 Support community development agencies who demonstrate good stewardship of public funds. 5.2 Support fair and workforce housing programs. 6. The City will ensure citizens are satisfied with city services and facilities. 6.1 Provide immersive learning experiences for citizens. Page 615 of 1298 Neighborhood Integrity GOAL: The city's current and future neighborhoods are long-term, viable, safe, and appealing. OBJECTIVES AND ACTIONS: 1. The City will have diverse housing choices, in which property values are stable or increasing. 1.1 Strive to be an affordable place to live for all citizens. 1.1.1 Pursue strategies to achieve housing affordability. 1.2 Provide options for affordable, dense housing in Northgate, Wolf Pen Creek, and other targeted areas to relieve housing pressure in existing neighborhoods. 1.3 Utilize federal and state funds to help provide workforce housing and address community development needs and opportunities. 2. The City will ensure citizens are satisfied with the quality of life in their neighborhoods. 2.1 Have proactive code enforcement. 2.1.1 Consider additional options for code enforcement practices related to behaviors. 2.1.2 Consider policy options beyond familial -based occupancy regulations which can help mitigate occupancy issues in single-family neighborhoods. 2.2 Continue partnerships with Texas A&M University's off -campus housing efforts. 2.3 Engage with neighborhood residents to address concerns and capitalize on opportunities. 2.3.1 Continue to support and partner with homeowner and neighborhood associations to proactively address their priorities and interests. 2.3.2 Utilize the Police Department's Community Enhancement Unit to provide proactive neighborhood support. 3. The City will encourage redevelopment and infill of vacant or underutilized properties within existing urban areas. 3.1 Identify options for future development or redevelopment areas. 3.2 Continue to invest in the maintenance and rehabilitation of neighborhood infrastructure and facilities. 3.3 Reexamine plans for Midtown development. Page 616 of 1298 Diverse & Growing Economy GOAL: The City's diverse economy generates high -quality, stable jobs that strengthen the sales and property tax base and contribute to an exceptional quality of life. OBJECTIVES AND ACTIONS: 1. The City's annual taxable value will increase. 1.1 Create a diversified tax base. 1.2 Protect quality of life and ensure demand for housing, business, and industry in the community remain strong. 1.3 Maintain an environment supportive of entrepreneurship, innovation, and business growth. 1.4 Position the City as a partner with Texas A&M University and other local, regional, and public/private economic partners. 1.5 Explore annexation opportunities. 2. The City's annual sales tax and hotel occupancy tax receipts will increase. 2.1 Support, expand, and diversify a consumer -oriented economy. 2.2 Promote the College Station brand through business recruitment and destination marketing. 2.2.1 Increase weekday tourism. 2.2.2Consider methods of attracting tourism through investment in creative arts and performances. 2.3 Continue to develop and promote signature events, features, and venues for residents and visitors. 2.4.1 Add gateway signage at every major entrance to College Station. 2.4.2 Initiate options for redevelopment of Wolf Pen Creek corridor and Post Oak Mall. 2.4.3 Improve infrastructure, programming, and opportunities in the Northgate area. 2.4.4 Find opportunities to connect Century Square with Hensel Park. 2.4.5 Explore opportunities for a convention center. 2.4.6 Expand Christmas in College Station. 3. The City's number of high -paying, full-time, private sector jobs will increase. 3.1 Expand and diversify efforts to generate job growth. 3.1.1 Increase the number of high -quality, stable jobs. 3.2 Pursue workforce development to support economic development initiatives. 4. The City will have adequate, serviceable land available for economic development opportunities. 4.1 Plan and invest in infrastructure, facilities, services, personnel, and equipment needed to meet projected needs and opportunities. 4.2 Guide private and public land use for business development. 4.3 Protect major economic assets from incompatible encroachments. 4.4 Facilitate efforts to expand and enhance broadband internet services. 4.5 Support potential efforts to improve service opportunities at Easterwood Airport. Page 617 of 1298 5. The City will be a place where opportunities are available for starting and operating businesses. 5.1 Create an environment supportive of entrepreneurship and innovation. 5.2 Encourage diverse, business -to -business services. 5.3 Consider business impacts when developing regulations and standards. Page 618 of 1298 Improving Mobility GOAL: The City has a safe, efficient, sustainable and well-connected multimodal and innovative transportation system which contributes to a high quality of life and is sensitive to surrounding uses. OBJECTIVES AND ACTIONS: 1. The City will increase the number of safe and complete ways to travel in College Station. 1.1 Enact policies to enhance and promote micromobility in a safe and inclusive manner. 1.1.1 Work with contractors to ensure multimodal infrastructure is included in project design 1.2 Provide land uses which support multimodal opportunities. 1.3 Provide streets which safely accommodate multimodal transportation. 2. The City will decrease traffic related accidents across all modes of transportation. 2.1 Design streets and sidewalks to include features promoting pedestrian and bicycle safety. 2.2 Ensure streets, sidewalks, bike lanes, and multimodal paths are well -maintained and free of hazards. 2.3 Increase the enforcement of traffic offenses. 3. The City will provide streets which are not heavily congested for extended periods of time. 3.1 Plan for infrastructure which meets projected growth and development needs. 3.1.1 Create and fund a multi -year capital improvements program. 3.2 Maximize the transportation network's efficiency, including intersection improvements, traffic signal timing, and signage. 3.3 Promote a well-connected system of residential streets and collector avenues to ease the strain on expensive arterial boulevards. 3.4 Seek transit opportunities through partnerships. 3.4.1 Develop a new, broader relationship with Brazos Transit based on federal direction, including the need for local representation. 3.5 Identify and apply for federal and state funds to construct facilities. Page 619 of 1298 Sustainable City GOAL: The City's conservation and environmental awareness is fiscally responsible and results in a real and tangible return on investment. OBJECTIVES AND ACTIONS 1. The City will protect vulnerable environmental features and support sustainability efforts. 1.1 Utilize power from renewable energy sources. 1.2 Seek grants and other sources of outside funding to support sustainability. 2. The City will reduce energy and water consumption. 2.1 Protect potable water supply and its ability to meet projected demands. 2.2 Encourage education about city conservation efforts and programs. 2.3 Examine ways to utilize co -production in service delivery. 3. The City will reduce the volume of waste generated. 3.1 Enhance conservation and recycling efforts. 4. The City will use land efficiently, effectively, and equitably. 4.1 Conduct sound land use planning guided by the Comprehensive Plan. 4.2 Identify strategies to utilize publicly owned land for future investments. 5. The City will reduce the risk associated with flooding and other natural hazards. 5.1 Increase participation in FEMA's Community Rating System program. 5.2 Protect flood -prone areas and associated riparian areas through appropriate zoning policies. 5.3 Explore options to create a more aesthetically pleasing and effective stormwater management system. Page 620 of 1298 March 26, 2026 Item No. 9.1. Wells 10,11,12 CMAR Contract Amendment No. 4 Sponsor: Jennifer Cain, Director Capital Projects, Casey Rhodes Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action on an amendment to a Construction Manager at Risk (CMAR) Contract with Garney Construction, Inc. accepting the Guaranteed Maximum Price (GMP) of $27,886,767.07 for the drilling of 3 production wells, mechanical piping, and well collection lines as part of the Wells 10, 11 and 12 Project, plus the City's contingency in the amount of $697,169.18 for a total appropriation of $28,583,936.25 and approval of a Resolution Declaring Intention to Reimburse Certain Expenditures with Proceeds from Debt. Relationship to Strategic Goals: Cores Services & Infrastructure Recommendation(s): Staff recommends approval of the amendment and approval of the resolution declaring intention to reimburse certain expenditures with proceeds from debt. Summary: This amendment to the current construction manager at risk contract with Garney Construction includes the drilling of 3 production wells, mechanical piping, and well collection lines. This project involves the design and construction of three new water wells and a collection line in the well field. Each well will have a pumping capacity of 3,300 gpm and will be operated using Motor Control Cabinet, Variable Frequency drive, and a generator for backup power. The project also includes internal access roads and power distribution. The project will also build approximately 12,000 linear feet of collection line between the three wells and the tie-in point along Sandy Point Road. Coordination with BTU, Union Pacific and TxDOT is needed for power, access, and utility work. Land acquisition was needed for easements. Garney Construction is providing pre -construction services (construction reviews, materials coordination, cost estimating, etc.) during the design phase. Garney is also providing construction phase services. Construction is bid out through the CMAR and presented to City Council for approval as a Guaranteed Maximum Price (GMP) for each construction phase(s) of the project. The project began construction in early 2025 and will be complete before August 2028. Budget & Financial Summary: A budget of $70,489,000 is available in the Water Capital Improvement Projects Fund. A total of $25,397,120 has been expended or encumbered to date, leaving a balance of $45,091,880 for this CMAR Contract and any remaining project expenses. The "Resolution Declaring Intention to Reimburse Certain Expenditures with Proceeds from Debt" is necessary for this project because all of the long term debt projected to be issued for this project has not yet been issued. The debt for the project is scheduled to be issued at a later date. Attachments: 1. Wells 10,11,12 and Collection Line Location Map 2. 253000059 GMP4_Vendor Signed CC 03262026 3. New Wells and Collection Line DRR Page 621 of 1298 Page 622 of 1298 Bryan (1" CITY OF COLLEGE STATION H ofT AdM Umvemvry' Extents College St 0 5001,000 2,000 3,000 Feet Page 6" 3 of -TM CONTRACT & AGREEMENT ROUTING FORM CITY OF COILFGE STATION CONTRACT#: 25300059 PROJECT#: WA2400 BID/RFP/RFQ#: Home of Texas A6m University® Project Name / Contract Description: Amendment to Garney contract for construction services. Name of Contractor: Garney Companies, Inc CONTRACT TOTAL VALUE: $ 27,886,767.07 Grant Funded Yes No If yes, what is the grant number: 1 Debarment Check Section 3 Plan Incl. NEW CONTRACT Yes Yes No No RENEWAL # N/A N/A ■ Davis Bacon Wages Used Buy America Required Transparency Report CHANGE ORDER # 3 Yes Yes Yes No No OTHER No N/A N/A N/A BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) A budget of $70,489,000 is available in the Water Capital Improvement Projects Fund A total of $25,397,120 has been expended or committed to date, leaving a balance of $45,091,880 for this CMAR Contract and any remaining project expenses The "Resolution Declaring Intention to Reimburse Certain Expenditures with Procceds from Debt" is necessary for this project because all of the long term debt projected to be issued for this project has not yet issued. The debt for the project is scheduled to be issued at a later date. (If required)* CRC Approval Date*: n/a Council Approval Date*: 3.26.26 Agenda Item No*: --Section to be completed by Risk, Purchasing or City Secretary's Office Only — Insurance Certificates: nia Performance Bond: BW Payment Bond: BW Info Tech: n/a SIGNATURES RECOMMENDING APPROVAL DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT DATE ASST CITY MGR — CFO DATE LEGAL DEPARTMENT DATE APPROVED & EXECUTED CITY MANAGER DATE n/a MAYOR (if applicable) DATE n/a CITY SECRETARY (if applicable) DATE Original(s) sent to CSO on Scanned into Laserfiche on Original(s) sent to Fiscal on Page 624 of 1298 GUARANTEED MAXIMUM PRICE AMENDMENT NO. 4 TO THE STANDARD FORM OF AGREEMENT BETWEEN CITY AND CONSTRUCTION MANAGER AT RISK This Guaranteed Maximum Price Amendment No. 4 to the Standard Form of Agreement Between City and Construction Manager At Risk ("Amendment No. 4" or "GMP No. 4") is entered into by and between the City of College Station, Texas ("City" or "Owner") and Gamey Companies, Inc., ("Construction Manager") for the construction of the following City Project: New Water Wells 10, 11, 12, Access Roads and Pipelines (the "Project"). This Amendment No. 4 amends the one certain Standard Form of Agreement Between the City and Construction Manager At Risk (the "Agreement") entered into by and between the City of College Station, Texas and Construction Manager, dated October 25, 2024 (Contract No. 25300059), as further amended by Amendment No. 1, dated May 25, 2025, Amendment No. 2, dated June 27, 2025, and Amendment No. 3, dated September 12, 2025, and said Amendment No. 4 further establishes a Guaranteed Maximum Price ("GMP") for the construction of the following parts of the Project: 1. Bid Package 3.00 — Permanent Well Construction for Wells 10, 11, and 12, and Well Collection and Transmission Pipeline Installation Procurement a. SOV 3.01 — Permanent Well Construction (Wells 10, 11, and 12) b. SOV 3.02 — Well Collection and Transmission Pipeline Installation RECITALS WHEREAS, City and Construction Manager entered into the Agreement dated as of October 25, 2024, for the construction of the City's New Water Wells 10, 11, 12, Access Roads and Pipelines Project, as amended; and WHEREAS, unless clearly provided otherwise herein, all terms, conditions, and phrases used herein shall have the same meaning as the terms, conditions, and phrases used in the Agreement, as amended; and WHEREAS, Sections 23.03 and 26.02 of the Agreement contemplates the delivery of a Construction Manager's GMP Proposal or Proposals if the Project is split up into multiple GMP phases to City; and WHEREAS, Sections 23.03 and 26.02 of the Agreement requires that said proposal contain certain representations and documentation; and WHEREAS, Sections 23.03 and 26.02 of the Agreement provides that in the event City timely accepts the Construction Manager's GMP Proposal, this GMP Amendment shall be executed; and WHEREAS, the Construction Manager has delivered a Construction Manager's GMP Proposal to City; and WHEREAS, City desires to accept the Construction Manager's GMP Proposal, subject to any amendments or revisions as set forth above and herein. NOW, THEREFORE, in consideration of the mutual covenants set forth herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and Construction Manager agree to modify and amend the Agreement as follows: 1. Acknowledgments. The Construction Manager acknowledges that this Amendment No. 4 does modify the original Project scope, budget, and time for completion set forth in the Agreement. GMP Amendment No. 4 New Water Wells 10, 11, 12, Access Roads and Pipelines Project CMAR — Gamey Companies, Inc. Page 1 of 213 Page 625 of 1298 2. Amendment is Cumulative. The Construction Manager acknowledges that this Amendment No. 4 is cumulative and includes the costs for the payment bond, performance bond, any applicable bond riders, insurance, general and administrative costs. 3. GMP Pronosal. City hereby accepts the Construction Manager's detailed GMP Proposal for GMP Amendment No. 4 submitted by Construction Manager, dated March 6, 2026, a true and complete copy of which is attached hereto and incorporated herein by reference, marked as: Exhibit "A" and sub —Exhibits A-1 through A-8. 4. Cost of Work for GMP No. 4. Construction Manager's GMP for the Cost of the Work for this GMP No. 4 is: Twentv-Three Million Eight Hundred Thirtv-Four Thousand Eight Hundred Fortv-Three and 65/100 Dollars ($23,834.843.651. subject to additions and deductions by Change Order as provided in the Contract Documents as agreed by City and Construction Manager. GMP No. 4 is an amount that the Cost of the Work shall not exceed and is based on and detailed in the attached Exhibit "A" and sub -Exhibits A- 1 through A-8. 5. CMAR General Conditions for GMP No. 4. The Construction Manager's General Conditions for GMP No. 4 are stipulated at 8% of the Cost of the Work. The sum of the General Conditions for GMP No. 4 is: One Million Nine Hundred Six Thousand Seven Hundred Eighty -Seven and 49/100 Dollars ($1.906,787.49). 6. CMAR Construction Services Fee for GMP No. 4. The Construction Manager's Fee (Construction Services Fee) for the Construction of the Work in GMP No. 4 is hereby established in the sum of: Two Million One Hundred Fortv-Five Thousand One Hundred Thirtv-Five and 93/100 Dollars ($2.145.135.93), based on the product of 9% multiplied by the Cost of the Work. 7. Total GMP No. 4 Amount. The total amount for GMP No. 4 is: Twentv-Seven Million Eight Hundred Eighty -Six Thousand Seven Hundred Sixtv-Seven and 07/100 Dollars ($27,886,767.07). 8. All Costs Included in CMAR Fee. All costs and expenses for those General Conditions, identified by the Construction Manager in its response to the RFP, as well as all overhead expenses and Cost of the Work for the construction are included in the above GMP totals. The Construction Manager acknowledges and agrees that City shall have no liability for any General Condition expenses beyond payment of the above noted amount, and Construction Manager agrees that it shall not be entitled to receive any additional compensation from City for the General Conditions beyond this amount unless expressly adjusted by a Change Order authorized in writing by the City. 9. Agreement Terms and Conflict. Except as modified herein, the terms and conditions of the Agreement, as amended, remain unchanged. In the event of a conflict between the terms of this Amendment and those of the Agreement, as amended, City and Construction Manager agree that the terms of this Amendment shall take precedence. Signature Page Immediately Follows GMP Amendment No. 4 New Water Wells 10, 11, 12, Access Roads and Pipelines Project CMAR — Gamey Companies, Inc. Page 2 of 213 Page 626 of 1298 IN WITNESS WHEREOF, the parties have executed this Amendment to be effective as of the last date making it fully executed. GARNEY COMPANIES, INC. CITY OF COLLEGE STATION By: half Fost e By: City Manager Printed Name: Matt Foster Date: Title: PrpsirlAnt Date/19/2026 APPROVED: City Attorney Date: Assistant City Manager/CFO Date: List of Exhibits: Exhibit "A" — Construction Manner's GMP No. 4 Pronosal Exhibit "A-1" — GMP No. 4 — Submittal Letter, Executive Summary, & Supporting Documents Exhibit "A-2" — GMP No. 4 — Cost Summary Exhibit "A-3" — GMP No. 4 — Plans Exhibit "A-4(a)" — GMP No. 4 — Bid Packages and Addendum No. 1 Exhibit "A-4(b)" — GMP No. 4 — Bid Packages and Addendum No. 2 Exhibit "A-4(c)" — GMP No. 4 — Bid Packages and Addendum No. 3 Exhibit "A-5" — GMP No. 4 — Assumptions and Exclusions Exhibit "A-6" — GMP No. 4 — Production Well Construction (Wells 10, 11, 12) (SOV 3.01) Exhibit "A-7" — GMP No. 4 — Well Piping and Transmission Pipeline Installation (SOV 3.02) Exhibit "A-8" — GMP No. 4 — Bond Rider(s) for Payment and Performance Bonds GMP No. 4 GMP Amendment No. 4 New Water Wells 10, 11, 12, Access Roads and Pipelines Project CMAR — Gamey Companies, Inc. Page 3 of 213 Page 627 of 1298 Exhibit "A" Construction Manager's GMP No. 4 Proposal GMP Amendment No. 4 New Water Wells 10, 11, 12, Access Roads and Pipelines Project CMAR — Gamey Companies, Inc. Page 4 of 213 Page 628 of 1298 Exhibit A-1 GMP No. 4 Submittal Letter, Executive Summary, and Supporting Documents Page 629 of 1298 GARNEY 1700 Swift Street, North Kansas City, MO 64116 Phone: 816.741.460 Fax: 816.741.4488 www.garney.com Casey Rhodes, PE City of College Station 300 Krenek Tap Road College Station, TX 77840 RE: Wells 10,11,12 and Collection Line Bid Package 3.00 - Work Packages Recommendation No. 4 Mr. Rhodes- 03/06/2026 In accordance with the Agreement between Garney Companies, Inc. and the City of College Station, Garney is pleased to provide the below information and attached documentation to support pricing for Bid Package 3.00 — Work Procurement — Permanent Well Construction and Well Collection and Transmission Pipeline Installation Procurement for the Wells 10,11,12 and Collection Line project. Gamey recommends to establish the pricing for this bid package at $27,886,767.07. The scope of work included in this Bid Package 3.00 for Work Procurement recommendation indudes the procurement of the following Scopes of Work to support future GMP proposals and the installation of the permanent wells, collection laterals and collection pipeline. SOV 3.01— Permanent Well Construction SOV 3.02 — Well Collection and Transmission Pipeline Installation This bid package pricing recommendation is for materials and construction services associated with the above -mentioned scopes. The above services will be paid for by Garney Construction within the requirements of the Agreement for the CMAR Project. The scope included in this recommendation includes the above materials and construction services as identified in the plans and specifications made available to Garney for the purpose of Permanent Well Construction and Well Collection & Transmission Pipeline procurement and bidding. These plans and specifications are generally referred to as the "Construction Plans for Wells 10, 11, 12 and Collection Line Procurement Package" dated December of 2025 and "Technical Specifications for Wells 10, 11,12 and Collection Line Procurement Package" dated December of 2025. These plans and specifications are marked as the 100% set (100% Submittal) at the time of procurement and were intended for advertisement/solicitation. While minor changes are still likely, these changes are assumed to be minor in nature and should not change in a way that would impact the GMP recommendation as part of these Bid Packages. Any revisions to these plans and specifications, and cost adjustments associated with those revisions, will be captured either in the future GMP proposal, Design Contingency, or as a Change Order to any future GMP proposals, as directed by the City of College Station and in accordance with the Agreement. This Bid Package 3.00 Work Procurement recommendation includes the Construction Manager at Risk's Fees and Expenses, the estimated Cost of the Work, Design Progression Allowance, a CMAR Allowance of $100,000 for the Frontier Cable Relocation and expenditures for contingencies as outlined in the Contract Documents and Agreement. Please contact Garney directly if there are any questions regarding this proposal. Sincerely, GARNEY COMPANIES, INC. Sam Parrack Project Manager Garney Companies, Inc. Cc: Chad Sharbono — Garney Jason Ward — Freese and Nichols David Hunn — Freese and Nichols Attachments: City of College Station - Wells 10, 11, 12 and Collection Pipeline - Bid Package 03 Work Procurement Documents Plan Sets: 100% — City of College Station Construction Plans for Wells 10, 11, 12 and Collection Line Procurement Package 100% - City of College Station Technical Specifications for Wells 10, 11, 12 and Collection Line Procurement Package Page 630 of 1298 CITY OF COLLEGE STATION WELLS 10, 11, 12 and COLLECTION PIPELINE Project No. CCL24267 1 CITY OF COLLEGE STATION Home of T ai A thltif Universiify cstx.gov Recommendation #4 COOS Bid Package 3.00 Work Procurement Tab-1 — Executive Summary @ GARNEY • Page 631 of 1298 GARNEY 1700 Swift Street, North Kansas City, MO 64116 Phone: 816.741.4600 Fax: 816.741.4488 www.garney.com Casey Rhodes, PE City of College Station 300 Krenek Tap Road College Station, TX 77840 RE: Wells 10,11,12 and Collection Line Bid Package 3.00 — Work Procurement Packages Executive Summary Mr. Rhodes, 03/06/2026 In accordance with the Agreement between Garney Companies, Inc. and the City of College Station, Garney is pleased to provide the below information and attached documentation to establish the Recommended Price for The City of College Station CMAR Project No. CCL24267 Bid Packages 3.01 and 3.02 and associated work identified for the Wells 10, 11,12 and Collection Pipeline Project. Garney proposes to establish the Work Procurement recommendation for the Bid Packages at $27,886,767.07. This recommendation includes the Construction Manager at Risk's Fees and Expenses, General Conditions Fee and Expenses, the estimated Cost of the Work, CMAR Allowance(s) and Extra Work Items (EW), and expenditures for contingencies as outlined in the Contract Documents and Agreement. SOV 3.01— Permanent Well Construction SOV 3.02 — Well Collection and Transmission Pipeline Installation This recommendation is for procurement of materials and construction services associated with the above -mentioned scope. The above material and construction services will be paid for by Garney Construction within the requirements of the Agreement for the CMAR Project. The scopes in this recommendation include the above materials and construction services as identified in the plans and specifications made available to Garney for the purpose of procurement, construction as well as the assumptions/clarifications provided as an attachment hereto. These plans and specifications are generally referred to as the "Construction Plans for Wells 10,11,12 and Collection Pipeline Procurement Submittal" dated December of 2025 and "Technical Specifications for Wells 10, 11, 12 and Collection Line Procurement Package" dated December of 2025 and is also indusive of any addendum(s) issued during the City of College Station - Wells 10, 11, 12 and Collection Pipeline - Bid Package 03 — Work Package procurement process. These plans and specifications are marked as the 100% set (100% Submittal) at the time of procurement and were intended for advertisement/solicitation. While minor changes are still likely, these changes are assumed to be minor in nature and should not change in a way that would impact the GMP recommendation as part of these Bid Packages. Any revisions to these plans and specifications, and cost adjustments associated with those revisions, will be captured either in the future GMP proposal, Design Contingency, or as a Change Order to any future GMP proposals, as directed by the City of College Station and in accordance with the Agreement. This CMAR recommendation is critical towards maximizing time efficiencies for construction activities included in future GMP's. Please contact Garney directly if there are any questions regarding this Recommendation Proposal Sincerely, GARNEY COMPANIES, INC. Sam Parrack Project Manager Garney Companies, Inc. Cc: Chad Sharbono — Garney Ben Snider — Garney Daniel Murray - Garney Jason Ward — Freese and Nichols David Hunn — Freese and Nichols Page 632 of 1298 Exhibit A-2 GMP No. 4 Cost Summary Page 633 of 1298 CMAR Recommendation No. 04 3/6/20262:28 PM Water Wells 10, 11, 12 and Collection Line 3/6/26 2:27 PM ITEM NUMBER BID PACKAGE SYSTEM DESCRIPTION QUANTITY UNIT UNIT PRICE BID PACKAGES AND SCOPES OF WORK $ - $ - 1110 1130 3.01 3.02 Permanent Well Construction - Wells 10, 11, & 12 Well Collection and Transmission Pipe Installation 1.0 1.0 Lump Sum Lump Sum $ 15,875,200.00 $ 6,729,413 $ 15,875,200.00 $ 6,729,413.00 — CONTINGENCIES & ALLOWANCES Ma MI aNi. $ - $ - 1220 1230 N/A CMAR CMAR CMAR CMAR CMAR Contingency (2% after 100% Design) CMAR Design Contingency CMAR CMAR Allowance - Frontier Cable Relocation 0% 5.00% 1.00 Percent Percent Lump Sum $ 22,604,613 $ 22,604,613 $ 100,000 $ - $ 1,130,230.65 $ 100,000.00 FEE's and GC's $ 1,906,787.49 2010 2010 CMAR CMAR CMAR CMAR CMAR GC's Construction Services Fee 8% 9% Percent of Cost of Work Percent of Cost of Work $ 23,834,843.65 $ 23,834,843.65 $ 2,145,135.93 SUBTOTAL COW + CMAR $ 27,886,767.07 TOTAL $ 27,886,767.07 Cost above are indicative of the drawings and specifications provided on December of 2025. Clarifications and assumptions are included herein. COCS Wells Tracking Summary - GMP 01 COW - BP 1.00 GMP 01- Direct Cost of Work / Material (1.01, 1.02 & 1.05) 1.0 Lump Sum $ 2,882,656.35 Preconstruction Service Fee 1.0 Lump Sum $ 324,450.00 CMAR General Conditions (Fee of 8%) 1.0 Lump Sum $ 231,000.00 Construction Services (CMAR) Fee (9%) 1.0 Lump Sum $ 259,000.00 $ 2,882,656.35 CMAR Contract $ 324,450.00 CMAR Contract $ 231,000.00 CMAR Contract $ 259,000.00 COCS Wells Tracking Summary - GMP 02 COW - BP 1.03 & 1.04 GMP 02 - Direct Cost of Work / Material (1.03 & 1.04) 1.0 Lump Sum $ 2,734,033.63 Preconstruction Service Fee 1.0 Lump Sum $ 324,450.00 CMAR General Conditions (Fee of 8%) 1.0 Lump Sum $ 218,335.20 Construction Services (CMAR) Fee (9%) 1.0 Lump Sum $ 246,502.10 $ 2,734,033.63 CMAR Contract $ - CMAR Contract $ 218,335.20 CMAR Contract $ 246,502.10 COCS Wells Tracking Summary - GMP 03 COW - BP 2.00 GMP 03 - Direct Cost of Work / Material (2.01, 2.02, 2.03, & 2.05) 1.0 Lump Sum $ 8,091,183.03 Preconstruction Service Fee 1.0 Lump Sum $ 324,450.00 CMAR General Conditions (Fee of 8%) 1.0 Lump Sum $ 647,294.64 Construction Services (CMAR) Fee (9%) 1.0 Lump Sum $ 728,206.47 $ 8,091,183.03 CMAR Contract $ - CMAR Contract $ 647,294.64 CMAR Contract $ 728,206.47 CMAR TOTAL CONTRACT AMOUNT TO DATE $ 16,362,661.42 Recomm 04 Cost Summary City of College Station Wells 10, 11, 12 and Collection Pipeline CMAR Recommendation No. 04 Bid Packages 3.01 3.02 1 of 1 Page 634 of 1298 CITY OF COLLEGE STATION WELLS 10, 11, 12 and COLLECTION PIPELINE Project No. CCL24267 ik CITY OF COLLEGE STATIOtL Home of Tat A 7� cstx.gov CMAR Recommendation #4 COOS Bid Packages 3.00 Work Procurement Tab-4 GMP Summary and Proposals GARNEY • Page 635 of 1298 COCS - Wells 10,11,12 and Collection Pipeline - Bid Package 3.00- SOV 3.01- Production Well Construction - ADDENDA No. 3 nem I Des0lp10n Well 10 1.00 Mobilization and Demobilization 2.00 installation and Sealing of 48•' Outer Steel Conductor Casing, Min 50 LF per specifications 3.00 installation and Sealing of 36. Steel Conductor Casing, Min 200 LF, persecisions 4.00 Pilot Hole Drilling, Drill Cuttings Collection and Steve Analyses, and Pilot Hole Logging(Geophysicel Logs), per specifications 5.00 installation of Cementa elowT a Well Depth, per specifications 600 r and Installation of 24l Diameter Surface Casing (1,400'length ♦ 3' aboveground) and 20" Intermediate Casing (1,050' length with swage) wiM Minimum 30. and 26. Reamed Holes, respectively, per specifications 200 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20"Using Depth to Land Surface, per specifications 8.00 Reaming and Installation of 14'• Diameter Blank Production Casing land 200' lap) with Minimum 24" Undeneamed Hole per specifications 9,00 Reaming and Installation of 14'• Diameter Well creen with Minimum z4" Umerramed Hole per specifications 1000 wide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Using -with 200• lap Into Intermediate Casing per euficanons 1100 Water Well DevelopmeM, Pumping Tests and Disinfection per peofianons 12 00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications PROJECT LIMNS -COGS 8 Production Well SItelPed II Doam1N I otitis CIP Concrete Well Foundation & Piers per drawings Provide Spare Parts and Training TOTAL BASE BID Well 10 I I I Item Well 11 1500 Mobilization and Demobilization 16 00 Installation and Sealing of 48. SO LF per Installation an teeer Steel euctor Casing, in n specifications Tot tie OnlImg, Drill CuttingsCollection and Sieve Analyse, and P. Hale Logging 1Geophyeial Logs), Per'Pecifications to UU Installation of amnia Plug Installation Total Wellspecifications R.mIng and rSurface Casing n ^ (1400' length. 3' aboveground) and 20"Intermediate Casing (1,050' length with swalge)with Minimum 130"and 26"Reamed Holes, respectively, Per spenfiations 21.00 Cement Grout and Sealing of the surface Casing and Intermediate Casing from Total20. Casing Depth to Land Surface, per specifications Des0ptlon 2200 Reaming and Installation of 14" Diameter Blank Production Casing(ind zoo•lap) with Minimum z4"Undeneamed Hale per specifications 2300 Reaming and Installation of 1, Diameter Well Screen with Minimum z4" underreamed Hole per specifications 24.00 Provide and Install Gravel Pack In me Annulus Outside me Screen and Blank Production Casingwith 200. lap intoIntermedime Casing,pe specifications 25.0 Water Well Development, Pumping Tests and Disinfection per specifications 26,00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications m Concrete Well Foundation & Piers per drawings I I Provide spare Pans and Training LS LS LS LS LS LS LS 1 I LS 100 ILump Sum 4usmiN I Units 50 3,100 2,450 350 350 1 LS VF LS VF LS VF LS VF VF LS LS LS LS LS Hem Well 12 29.00 30.0 31110 32.00 33.0 35.0 36.0 37.00 De mption TOTAL BASE IND Well 11 I I I I Mobilization and Demobilization installation and Sealing of 48• Outer Steel Conductor Casing Min 50 LF per specifications Installation and Sealing of 36• Steel Conductor Casing, Min 200 per specifications PilotHole Drilling, Collection and Sieve Analyses, and Pilot Hole Logging (Geo0Fryzlal Logs), PersPMflatlons Cement of Cemen Bow TotalWell Depth, per specifications Drilling Reaming and Installaon of z4pmnodDiameter Surface Casing (1,400• length* 3' aboveground) and 20" Intermediate Casing (1,050' length with age) wrt5 Minimum 30" and 26" Reamed Holes, respectively, per specifications Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total V, Casing Depth to Land Surface. per specifications Reaming and Installation of 14 Diameter Blank Production Casing (Ind 20rt lap' with Minimum 24 Underreamed Hole per specifications Reaming and Installation of 1, Diameter Well Screen with Minimum Ea"Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and thank Production Casing - with 200• lap Into Intermediate Casing, per specifications Water Well Development, Pumping Tests and Disinfection per specifications Provide, Install and Tesbng of Complete Permanent Well Pumping Equipment and Well Motor Equipme. per specifications 0100 CIP Concrete Well Foundation Piers per draw.," Provide spare Parts and Training 100 ILump Sum 50 3,100 2,650 350 350 Furnish Spare Well Motor Provide end Install Oats Cogger On BMnlne Test Well LS VF LS VF LS VF LS VF VF LS LS LS LS LS LS LS I 'TOTAL I$ ITOTAL Itern EW1 EW2 EW3 EW4 EW5 EW6 EW2 EWH EW9 EW10 EW11 EW12 EW13 EW14 EW15 EW16 EW12 TOTAL BASE BID Well 12 I 100 ILump Sum DescriptOn Additional Demobilizations and Remabilization at the Direction of the CMAR Plug and Abandon Pilot Hale (Decommissioning Well) - CMAR Directed Pilot Hole W aOr Sampling Using the Temporary Teat Well Method - Installation, Development and Water Sample Analyses Add or Deduct far Pilot Hale Dulling, Drill Cuttings Collection and Steve Analyses, and Geophysical Logging Add cur Deduct for IV Diameter Conductor Casing including Cement Grout seal - Add or Deduct Add or Deduct for Min 30. Diameter Reamed hole with 24' Casing including Cement Grout Seal Add or Deduct for Min 26' Diameter Reamed hole with 20. Intermediate Casing including Cement Grout Seal Add or Deduct far Min 24' Diameter Undelreamed hole with 14' Blank Production Casing including Gravel Pack Add or Deduct far Min 24' Diameter Undelreamed hole with 14' Screen including Gravel Pack Add or Deduct far 201 Section of Pump Column Assembly More or Less that Base Bid Length or200' Add or Deduct far 101 Section of Pump Column Assembly More or Less that Base Bid Length or200' Add cur Deduct far Cast Iron Pump Bawl Stage to Meet Final Well Pump Design Conditions Add cur Deduct far Ductile Iron Pump Bawl Stage to Meet Final Well Pump Design Conditions Deduct for 900 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid Deduct for 800 HP Well Motor In lieu of 1,990 HP Well Motor in Base Bid At the Engineers direction, Log the Completed Pilot Hole with a Baker Hughes Spectra Lag or approved equal Bonds, Performance and Payment II x0000Units 1N00 !Each 000 'Lump Sum EW16 EW19 Additional Well Water Sampling and Testing As Directed By CMAR Additional Training es Directed By CMAR 000 ILump Sum 000'Vertical Foot 60 00 'Vertical Foot 000'Vertical Foot 000'Vertical Foot 000'Vertical Foot 000'Vertical Foot 0 00 ' Lump Sum 0 00 ' Lump Sum 000 'Each 000 'Each 000 IVe0ical Foot 000'Vertical Foot 000 ILump Sum TOTAL EXTRA WORN NEMS I 100' Lump Sum 100 I Lump Sum 100 Day 100 ILump Sum TOTAL PROPOSED VALUE (BASE BID ITEMS & EXTRA WORN ITEMS) I 100 ILump Sum P7J6enfirmEstimated DuationofWell Drilling, Testin and Rep00Submission toCMA0/ED0 Itt:• J6enfirm length of36"Conductor Casing included inachwell I` ntr'''• IConfirm earliest date ofmobilization toproject site based onDidde CWnt5.'Confirm finnwhich will becomplete the Teatnote Logging (Geophysical logs) orkload/cup y shall at aminimum include listo similara personnel, equipment, and overallproject approach intents consier a "Unitn z All Quantities heren are approximate makes no guarantees regarding final ntities • Final ones tamoun will he determined based on actual quantities of work completed and extended at the agreed upon unit prices Value• teenng t Ilh tlt Narrative (reference spec 004E 2301) Mobilezabon(s) reQmred touct execute the scope of wort are to beplained within the lapect t r. under thepproach BidItem 1.00 • Bidder's shall submit a Bid Guaranteeequivalent of base and ^ item Proceed is eon ge upon Texas wretona Commission archeologal study approval • Bidder understand the requirements for daily Not d tin tit nTo wand log reportsas required within the project specifications Each bidder shall submit one (1) hard reporting,survey of SOV and one (1) digital copy of SOV in excel formates specified in Instructions to Bidders 450 Working Shifts 200 Linear Feet 1/2026 Earliest Mob ITOTAL 'TOTAL 'TOTAL unit Price I 225,000.00 1,400.00 295,000.00 200.00 15,000.00. 770.00 231,000.00 300.00 $ 650.00 $ 60,000.00 $ 0 $ 0 $ 0 $ 5,000.00 $ I$ un0Prta I 225,000.00 1,400.00 295,000.00 200.00 15,000.00 770.00 231,000.00 300.00 650.00 60,000,00 225,500,00 888,100,00 125,000,00 5,000,00 One Pnce 225,000.00 1,000.00 235,000.00 200.00 15,000.00 770.00 231,000.00 300.00 650.00 60,000.00 225,500.00 888,100.00 125,000.00 5,000.00 335,000.00 6,500.00 UnIt Price (3,000.00 16,000.00 2,000.00 161,900.00 30,000.00 3,000.00 I$ Extension 615,00000 4.928.60000' Extension 4,978,60000 EPension 1,886,50000 5,320,100 00 $ Extension 48.00000 Date So t� r, Hae1nn yes RECON Permanent Well Construction Milestones 597,900 00 15,875,20000 ue Date of Proposal uesday, February,2026 2 00 waistcoated Notice of Award 3 00 4.00 1100 Initial Submittal Data to ^CMAR MobilizationNOIICP SeNn1Conztru wdh Onllfing Aeiw leas iling MO%Completerw idana GemActivities Final Completion Wednesday, Apnl 1, 2026 Wednesday, April1, 2026 Tuesday, April ,2026 Tuesday,ni 28,2026 Tuesday, September 1, 2026 Friday, lento, 1,202E Thursday, Apra 1,2027 Saturday. May 3 202E Tuesday, lune 1, 2027 11.000 Per UM/ Pena1SV rxr NOS axnmeWng Milestones Company I Welsingerincorporated City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3 00 ADDENDA No 3 - SOV 3 01 Page 636 of 1298 ICOCS- Wells 1D,11,12 and Collection Pipeline - Bid Package 3 00-SOV 3 02 - Well Piping/Transmission Pipeline Installation I EM NTUMBER I 2 SI2E DESCRIPTION Mobilization (Maximum 10% of Total Base Bid Items 2-40) Traffic Control Notice of Intent and Notice of Termination TCEQ (Including Yearly Fees) Well Site Perimeter Fencing (Chain -link) - Well Site 10 Well Site Perimeter Fencing (Chain -link) - Well Site 11 EST QUANTITY Well Piping/Transmission Pipeline Installation 100Lump Sum 1064Lump Sum 100 Lump Sum 10L Lump Sum 10(1 Lump sum UNIT $ $ $ UNIT PRICE 615,000.00 60,000.00 45,000.00 50,000.00 50,000.00 0 Well Site Perimeter Fencing (Chain -link) - Well Site 12 1 al Lump Sum $ 50'000,00 I 16" 'Open Cut Pipe Installation i 99 1 Linear Feet $ 650.00 6 20" Open Cut Pipe Installation - Well Laterals and Well Collection Lines (all below grade 20' 3,91200 Linear Feet $ 99.00 9 24" Open Cut Pipe Installation -Transmission Maln 2,122 Linear Feet $ 103.00 ,0 30" Open Cut Pipe Installation - Transmission Maln 5,891 1 L'near Feet $ 118.00 11 36" Open Cut Pipe Installation - Transmission Main 950 1 Feel $ 300,00 Linear 12 30" Trenchless Construction & Carrier Pipe Installation (All pressure classes) 206) Feel $ 3,000.00 13 36" Trenchless Construction & Carrier Pipe Installation (All pressure classes) 33 Linear ear Feel $ 3,500.00 14 Contractor Trench Safety 'Bidder t0 fill In Linear Feet and Unit Price* 13.731 00 Linear Feel "Write -In" $ 1'00 15 Pipeline Connection to Existing Systems 400 Each $ 50000,00 16 36" 36" Tee (DIP or B303) 10o Lump Sum 7 75,000.00 $ 17 20" Well Site No 10- Mechanical Piping 10o Lump Sum $ 175,000.00 18 20" Well Site No 11 - Mechanical Piping 1 art Lump Sum $ 175,000.00 19 20" Well Site No 12 - Mechanical Piping 1 art Lump Sum $ 175,000.00 20 Remove and Replace Flexbase Road (Well Access Roads) 2506 Square Yards 150.00 $$ 21 Remove and Replace Flexbase Road (Bart Road) 79006 Square Yards 150.00 22 Remove and Replace Concrete Paving 94701 Square Yards $ 150.00 23 Remove and Replace Asphalt Paving 13200 Square Yards $ 220.00 24 Remove and Dispose 36-Inch B303 Pipe 64000 Linear Feel $ 200.00 25 Grout and Abandon 16-Inch Existing Waterline 100 Lump Sum $ 50,000.00 26 24-Inch Direct Bury Flanged Outlet 100 EacM1 $ 45,000.00 27 Combination Air Valve 9eacn $ 57,500.00 28 Blow Off Valve 5.01Each $ 30,000.00 29 16" Butterfly Valve Installation 10 Ea. $ 20000,00 30 20" Butterfly Valve Installation 400 Each $ 23, r.J00.00 38 39 40 24" Butterfly Valve Installation 30" Butterfly Valve Installation 36" Butterfly Valve Installation Pipeline Marker Furnish and Install Permanent Revegetation by Seeding Cathodic Protection Casing Test Station Cathodic Protection Isolating Joint Test Station Hydrostatic Pressure Testing & Disinfection of Pipeline Remobilization for Well Site Mechanical Piping Tie -Ins Bond Provide a Performance and Payment Bond SUBTOTAL:! 41 Extra Work CMAR Directed Re -mobilization to Tunnel Site to Hydrostatically Test Pipe 42 Extra Work CMAR Directed Re -mobilization 43 Extra Work CMAR Directed Additional Encasement Flowable Fill 44 Extra Work CMAR Directed Additional Encasement 3500psi Concrete 45 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 46 Extra Work Special Easement Conditions Note 1 Bidder's project approach will be required to De turned In with 00 EEach 10a0h 20 ach 106 Lump Sum 06 Lump Sum B.00ac5 200 09M1 106Lump Sum 30ach 106 Lump Sum 1.001 Lump Sum loop. F act Cubic Yards 5000Qt Cubic Yards 1,0000(f)ITonc TOTAL EXTRA WORK ITEMS TOTAL PROPOSED VALUE! ,ipeG Fein ITPkd* Note 2 Reference Fiber Optic and Pipeline Plan understandsBidder ugpie moDiszations will tie required and work wail take pia. Mlim ame to ame for me Note 3 durebon of the protect No additional compensation for remobilimbons wall be made to contractor unless the mobilization is directed by the CMAIAR (ALT 01) N01e d Bidder Is to begin Installation with Me coordinated shutdown of the 30.8303, Removal and Replacement, Station 129449 58.123400 N01e 5 Staking for Contractors work will beIncluded ln the Contractors scope toperform No stakhgwlll be provided by the CRAM As -bulls will need to be provided N01e 6 Bidder Is required to furnish liability Insurance ln accordance with the agreement and Section 007200-Standard General Condthons and 00 T300-Supplementary Conditions Note 7 Bidder understands that there will be CHAR provided material and provided bid A composed accordingly Note B All work shall be coordinated with the CMAR Note 10 Bidder to understand multiple mobilizations maybe required to complete their scope of work- bidder also responsible for coordinating with tho other Each bidder shall submit one (1) hard copy of SOV and one (1) digital copy of SOV in excel format as specified in Instructions to Bidders. 1.001 Lump Sum 27,500.00 30,000.00 35,000.00 8,000.00 20,000.00 14,500.00 14,500.00 125,000.00 175,000.00 75,000.00 $ $ TOTAL ! $ 75,000.00 $ EXTENSION 615,000.00 60,000.00 45,000.00 50.000.00 50.000.00 50,000.00 11050.00 387,288.00 280,366.00 695,138.00 285,000.00 618 P00.00 115,500.00 13,731.00 200,\000.00 75,000.00 175,000.00 175,000.00 175,000.00 3,750.00 118,500.00 142,050.00 29P\40.00 128,000.00 50,000.00 45,000.00 517,500.00 150,000.00 20,000.00 94Q00.00 27,500.00 30,000.00 70,000.00 8.000.00 20.000.00 116,000.00 29,000.00 125 000.00 525'b00.00 75,0100.00 6,399,413.00 I 75,000.00 $ 275,000.00 L $ 195.00 L.$ 165.00 $ 75.00 97.500.00 82.500.00 75,000.00 $ 100,000.00 TOTAL: 1.001 Lump Sum TOTAL: Installation Milestone 330,000.00 6,729,413.00 Proposals Due Tuesday, February 3,2026 3.00 5.00 6.00 7 00 Amiclpated Not. of Award Submittal Data to [MAN Completion of 5096 of Pipeline Installation Pipeline Installed and Ready for Testing Substantial Completion Final Completion $1,500 Per Day Penalty For Not Achieving Milestones Fdday, march 20, 2026 Friday, p 10, 2026 il,iednesday, October T, 2026 Monday, April 5,2000 Wednesday, May 5,20" kriday, nine 4, 2000 Company Garney Construction Page 637 of 1298 Exhibit A-3 GMP No. 4 Plans Page 638 of 1298 CITY OF COLLEGE STATION, TEXAS CONSTRUCTION PLANS FOR WELLS 10, 11, 12 AND COLLECTION LINE 100% SUBMITTAL WELL 10 N: 10235480.44 LAT: N030.690035 E: 3501975.69 LONG: W096.497529 WELL 12 N: 10234600.90 LAT: N030.687757 E: 3500506.39 LONG: W096.502298 WELL 11 N: 10233955.51 LAT: N030.686157 E: 3498672.80 LONG: W096.508198 co co O dye` oA oy Mooring Slough N 0 2,000 SCALE IN FEET VICINITY MAP CITY OF COLLEGE STATION Home of Texas A&M University DECEMBER 2025 FNI PROJECT NO.: CCL24267 r��NICHOLS 10497 Town and Country Way, Suite 500 Houston, Texas 77024 Phone - (713) 600-6800 Web - www.freese.com MAYOR JOHN NICHOLS COUNCIL MEMBERS PLACE 1 - MARK SMITH PLACE 2 - WILLIAM WRIGHT PLACE 3 - DAVID WHITE PLACE 4 - MELISSA MCILHANEY PLACE 5 - BOB YANCY PLACE 6 - SCOTT SHAPER CITY MANAGER BRYAN WOODS CITY ENGINEER CAROL COTTER, P.E. `.xV\ti y OF r111 4 ..........F 1 i 'W#• • e DA:VID M. HUNN 00 0, '; 69933 ;' ;1 `./0.i"AU v 12r0812025 Date: Dec 09, 2025 - 4:36pm User: 08869 File: N:\WTU\Drawings\GN-ALL-COVER.dwg Freese and Nichols, Inc. Texas Registered Engineering Firm F-2144 Page 639 of 1298 1+ooA 5+OOA _ir 1 ii LI M 4' / - T 1 .L - 10+OOA CONTRACTOR OFFICE TRAILER PAD ' -10 sti WELL SITE 11 1s Y/ v ^�_—\Jam!/"'-'> r} = 5-1-1 �� ,, --�S `A \ 1 �J �-�-5\-0 -� >C `Z \�J ter^ ]� ` — J f f� i _ i Zvi ��V�� `��� � i - „� i f -../ 15+OOA / re) uz /n �\_ -- A_ _ BORROW PIT WELL 11 AND 12 / COLLECTION LINE, SEE SHEET G-7 30+OOA i - v y T im r) c� l( �(1/rya /� %// I ! n - ) fr / ti I // IJ'/ // /// js f 11 /;1}*-p.V.I\6? V\,P.5,>15c1 R, 1, � t �) {� s "� 1 I I r / 1/I ((,//// /�/ \(\ lifil .)1_///_////, 'Al POWi 4(1 y t)), Ili Olv 4ezir i\ CI / ///(17/ ))! ////787' i 1 hNA) Y CIISy 9j It j 0 ��}i u ���IN - i% fir �� 2 r1� Z f Js AA (/, J b ti P (vS f s �1 kf 4 1�I�/)?SI}�`� L 1� 7 Zvi ` ) � ) 1`f�/�j `,� �rll• ` 7 j ( � J I r � WELL SITE 10 cc. n� a N���LSUt^a L��\' 6 OVERALL SITE AND GRADING PLAN WELLS 11 AND 12 SITE PLAN (REF: C-3) EXISTING GROUND DITCH WIDTH VARIES 6.0' FLAT BOTTOM DITCH 4..110 4 o f! 3 r e f(/If 4l(( S s � s JI l( �j I / t + } ( I 1( I 1 ( / 1 /7V /1 S 1/ Z (( 1 j /// 1/' J / ( ( ll `i17///ll//// j r\ (/ / //ifr. �, Cr :)11 / ^ t ' J. f ` MOO ming 5+0013 1-4 s 131:: BORROW PIT WELL 10 0- ;,.,,._.,_ ____s,_,/c/- ,,,-,z_..---=,&,,,— .....,- j _ _21( \ rc- , :: ....97 ) : ,..,,,l f 1 1 ' : _1, .., ec)/ ) \ \I _ _ _i \ \/ 1 I 7\ \/\11 il 'N111' \ s.°I \ : o7-er v ol:- ::: - ;' ':: :__-)1 1 '71:3- /14 "-ii\ l't :1 \,,,,‘ )\ 'i\\I 11)'\I ,)1'\ ,\\ '' )\\ ) ,\‘ \'s : :1'( ' .'1 - :( 1: cl 2 : ; 1:' ' : ; 1- 7 1 ,-; : II :: :1 : ::: :1 : \ ::: I 1 : v:'-'1-‘ \''':' : I- 1' :--:--v -ji: 7 °:: :1.: N -1.: : r (ri - - )<\,, '? /, .p-‘-:- - : - - . - " IT -•-• 7‘::---2--z-3- -''T If' ri-1kc____...-1,z,,_7. 1 - - - - 1N)-- COLLECTION LINE, ,\) 2)?:(/>;/:-))/C7/--1- //f 47///714'-3/ 44.10'sr-fr i/ 11 II/I 11 ( r 1 I 10.0' OVERALL SITE AND GRADING PLAN WELL 10 SITE PLAN (REF: C-2) 20.0' ROADWAY 10.0' FINISHED GRADE \ EXISTING GROUND 10.0' EXTENTS OF GRADING 8" FLEX BASE RE: C-51 EXTENTS OF GRADING TYPICAL SECTION SCALE: NOT TO SCALE WELL SITE 10 ROADWAY 1+00 - 33+63 WELL SITE 11 AND 12 ROADWAY 31+30 - 40+12 20.0' ROADWAY FINISHED GRADE 2% 10.0' 8" FLEX BASE RE: C-51 TYPICAL SECTION WITH DITCH SCALE: NOT TO SCALE WELL SITE 11 AND 12 ROADWAY 1+00 - 31+30 c,,,, )(i,,,,c cis e,, ;:,__. ,J (III ,i' 11\ 1\ 1\ it:d1..\1\L li\ liii \f,J,64:1; 091.1\: \_ / \-\1L/ :-/ ji ; .,__ i : :)j.'.7,_.7,,/j II 11\1\ -1.1-(-41)11\ \icfij/ij-:j-r-- ,Q. ltk I 11,1( $1 Jr- .::°°1 '' , ;')/('- \ Pi\ /7( 4()Y/11)) . )1 0 250 500 SCALE IN FEET E o°49::: _....,i'D° ....\ ®22 lx1-. ®2''3 ,_0.-"' :4.1:: F&N JOB NO. Lu LU VI Illa WV L- ro 6 N. L.r) 0 co' LU 0 LU BALANCE OF PROJECT 100% 0 Lu SHEEt SEQ. Web - www.freese.com co 2 co oo co 0 Lu Lu C-1 12 Lu Lu APPROVED FILE NAME LO CN afc cC 0 CO CU co aSi 11.1 LLI CV-ALL-PL-GRAD.dwg Plot Date: 12/9/2025 4:15 PM Plot By: 08869 Page 640 of 1298 TRANSFORMER WELL 10 STA 11+03.22 A 90°24'20" N=10235383.07 E=3502010.10 275 270 265 260 255 250 245 240 235 230 10+OOA 0.00% 0 i \✓ SEE C-48 FOR MECHANICAL PLAN 150' RADIUS SANITARY CONTROL EASEMENT SEE C-21 FOR SITE DRAINAGE a� j PROPOSED 1 - 4" / / : SCHEDULE 40 PVC -III •• % • FIBER OPTIC CONDUITS , OP" WITH 4 1" SDR11 HDPE _ INNERDUCTS VIA ,=' 0 a '"•�• TRENCH `PROP. GROUND / fi 00 Lf ri 00 N O V'i II N o • f' I— Lb 11+OOA TOP = 245.48 00 c-I Vl N f) uJ 12+OOA STA 15+77.66 A 48°59'00" N=10235544.15 [\ E=3502456.3C 599 LF 20" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT / -0.10% APPROX. EXISTING GROUND 00 In I's N II N I— CD 13+OOA PROP 20" WATER LINE 00 Ln Lri M fYi • Vl II N • /11 LJJ 14+OOA icreL.....t 0 0• ./ \ TOP = 242.E3 O M Vl N fin LJJ 15+OOA N 00 r-i 00 N c+ II N F- (7 I— LiJ 16+OOA 275 270 265 260 255 250 245 240 235 230 16+50A TOP = 24123 EG = 246.88 N LL LL o D c c w a, a, a, N w •bQ v co to °1 1- 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. MINIMUM LIME REQUIREMENT SHALL BE 8% BY WEIGHT APPLIED. SEE SPECIFICATION SECTION 31 32 13.19 NOTES BY SYMBOL "O" 1. "FIBER -WW1' 48 STRAND SINGLEMODE FIBER OPTIC CABLE. 100% SUBMITTAL X w Z 0 w w J J 0 U u_ 0 >- F&N JOB NO. H 0 L1J z N lD N J U U Lrl N 0 N �-I 0 c-I r m 0 w z BALANCE OF PROJECT 100% N 0 N U LL 0 w 0 CARLOS as 0 U co I cp Ln rn o = 0 w Z V, 0 Z 0 cr N 0 N N X 0) 1- 0 0 0 w SHEtt C-29 SEQ. 40 Ln N O N O O 00 l0 O 0 m N v 0 •0 0 U 41 v v 0 v APPROVED FILE NAME L1J J LL 0 CC Ci- PLAN AND CV-WAT-PPL-PP-WELL01.dwg J Plot Date: 12/9/2025 4:24 PM Plot By: 08869 Filename: N:\WTU\Drawings\CV-WAT-PPL-PP-WELL01.dwg Page 641 of 1298 10+00C WELL 12 ) 41 ELEC. EQUIPMENT 0'40, • SEE C-48 FOR MECHANICAL PLAN GENERATOR PAD SEE C-23 FOR SITE DRAINAGE 11+00C TRANSFORMER 0 150' RADIUS SANITARY CONTROL EASEMENT 12+OOC PROP 20" WATER LINE 13+OOC PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH STA 13+70.20 PROP 8" BOV ASSEMBLY N=10234257.38 E=3500644.38 STA 14+71.83C WELL 12= STA 29+44.15 PROP MAIN COLLECTION LINE _ INSTALL: 1-20" X 24" REDUCER N=10234163.07 E=3500682.26 '1 0 C/ oai! 0' STA. 14+66.21 ��� INSTALL: ��, 0.1- 20" BUTTERFLY VALVE I �•O°°III N-10234168.28 00o E 3500680.17 __ ��o°����°�i o° 00;� -•moo°•-1-i1UU °� �� �► o 000 00� o00 og • o �, °°� o 000 �Ioo 0 00 oo,�oo 000,�oo°i ° �� °�° ��° °° �-0°g0 o00 0°��.�. °��,�j 0 �� PROPOSED MAIN �`,��o ° WATER LINE SEE �, °I � o" l �l °����voa oo SHEET C-35 le 'goo sft ° lb 10 o�11; 001 0 ., • . Tna�o� 0/3 2C 260 255 -0.00% 250 245 240 235 230 225 10+00 TOP = 251.65 EG=.241.18 EG = .241.03 11+00 119 LF 20" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT PROP. GROUND ________ _______________ _ -0.10% EG=.240.91 r APPROX. EXISTING GROUND PROP 20" WATER LINE Ln N II 0 13+00 EG = .240.86 30v ASSEMBLY S-A :_3+70.20 0.00% STA 14+66.2].0 1- EUTTEF,FL" VALVE 260 255 250 245 240 235 230 225 15+00 r1 N LLE Li c LL vi c O 0) u Z 13 C c w CCS v v vy LL 00 UJ in f6 X 1- 0 20' 40' SCALE IN FEET HORIZONTAL 0 4' 8' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. MINIMUM LIME REQUIREMENT SHALL BE 8% BY WEIGHT APPLIED. SEE SPECIFICATION SECTION 31 32 13.19 NOTES BY SYMBOL: 1. "FIBER -Will' 48 STRAND SINGLEMODE FIBER OPTIC CABLE. 100% SUBMITTAL F&N JOB NO. w Q 0 >- N O z ** 0 1 .....• uJ •w i�P; z i ' • o L LL . O ui /y• � LJJ z J z 0 L LI J J 0 U 0 z N r-I r-I 1 O ,r-I J J u J 0 w H 0 c O U 0 0 1- N 0 O 0 w z I.9 uJ w 0 o g N 00 ., N O in aj N O v X 1- o cu _- 0 v 0 0 w Lu 0 2 0 SHEE'r C-32 SEQ. 43 APPROVED FILE NAME LU J PLAN AND PROF CV-WAT-P P L-P P-W E LL02. dwg bb cL) '-N - • as -CS c(13 •E •L v - a) t c O in t t U c c O c L O -c� 4J co L) (f o L c ccs w aJ 0 V) LL > O- Plot Date: 12/9/2025 4:25 PM Plot By: 08869 Filename: N:\WTU\Drawings\CV-WAT-PPL-PP-WELL02.dwg Page 642 of 1298 1 m tap LID - N O CO CL -0 0_ ; J as CL vs CL — i N c (cam i N N Z vvv 0 c N • v Q L.L J 0 0 LD 01 (/) W z CQ 310 305 300 295 290 285 280 RYAN KIRK SKINNER AND WIFE, KRISTI LEE SKINNER 15.88 ACRES VOL. 6283, PG. 169 rEX 36" RCP FL= 278.6 (X2) E NOTE 2 .144 STA 96+79.72 PROP 8" BOV ASSEMBLY N=10237809.81 E=3504677.84 ALVIN WAYLAND JONES 30.61 ACRES VOL. 2233, PG. 32 ampoiviiiimspim.wi PT STA 97+99.13 N=10237928.33 E=3504692.37 ■ K. MARVIN ADAMS AND AMY AYERS ADAMS 16.72 AC. - TRACT TWO VOL. 1486, PGS. 241, 245, 249 & 253 PC STA 100+11.65 N=10238139.60 E=3504715.41 STATE HIGHWAY OSR 99+00 PROP 30" WATERLINE EX LIVESTOCK FENCE TO REMAIN --dim lisp itt 100+00 LAURE W. JONES 29.00 ACRES - TRACT 1 VOL. 1423, PG. 263 41111. War - CURVE DATA L=3°49'01" R=13843.99 T=461.29 L=922.24 101+00 PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH HH A-10 1> 102+00 _ -- 103+00 CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. N • • O X H aHE 104+00 -1- BOY ASSEMBLY STA 9E+79. 2 275 0/o soon M0% 270 265 260 96+00 TOP = 273..c2 00 N N w 97+00 nnL + (n I- EL • EL TOP = 273.52 98+00 850 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT TOP = 281..c 0 99+00 5' MIN. COVER i APPROX. EXISTING GROUND I FLO'J> \ 39% TOP = 283.E 7 101+00 TOP = 292.C6 00 N O w 102+00 m rt 0 oo Q I 0o- r V) W as U.J_Uro rn al m m O w 104+00 104+50 310 305 300 295 290 285 280 275 270 TOP = 293.E 3 rJ E ✓ .� elo o-v eta - v z -o c ✓ w rc ✓ v ✓ v � Y U- cc Q) (6 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. REMOVE AND REPLACE HEADWALL AND ENDS OF RCP TO EXISTING CONDITIONS. CONTRACTOR TO PROVIDE TEMPORARY BY PASS DRAINAGE IF NEEDED. 3. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 4. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. NOTES BY SYMBOL: 5. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. 100% SUBMITTAL F&N JOB NO. H 0 LLJ N 0 z ui N 0 N 0 0 /1\ BALANCE OF PROJECT 100% JTER 0 c 0 U 0 N 0 w w 0 z w 0 0 0 v 111 0 z 0 N 0 N N ro v O O 0 w Lu U U SHEE'l C-44 SEQ. 55 0 0 00 O 0 m c O 0 N 0 N LE STA 96+00 TO STA 104+50 LL 0 CC cL 121 z J cL bb 0 Q N 0 CL w CL a a z a w J > LL U 0(0 ( N -0 c(13 'EA •L 0 c t c n o U c c o c t o .- v - c co 0 N O (v c w QJ U V) LL W 0- APPROVED FILE NAME CV-PPL-PP-02.dwg Plot Date: 12/17/2025 4:12 PM Plot By: 08623 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg Page 643 of 1298 9 I 9 m SEE NOTE 2 3/4" x 10'-0" GROUND ROD ATTACH #2 BARE CU TO FENCE FABRIC WITH 3 STEEL CABLE CLAMPS, CONNECT #2 CU TO BARBED WIRE WITH 3 STEEL CABLE CLAMPS 0 GRADE L NE. V// i 1#2 BARE CU THOMPSON #32, ROBBINS #1 OR EQUAL ri=" o TOP VIEW ELEVATION DETAIL OF BONDING GATE FRAMES TO SUPPORTING POST ?// 4 TIE WIRE 2'-0" O.C. MAX. WIRE TIES FOR TOP OR BRACE RAIL BRACE TRUSS ROD 3/8" MINIMUM GENERAL NOTE #4 1'-4" CONCRETE 1'-4" OR 2'-0" SEE NOTE BRACE POST 101-0" g' /- #6 COILED SPRING REINF. WIRE (8" MAX. FROM TOP) -1 I 1_ TRUSS ROD 111 5ITRETCHER BAR GATE POST r N i I 4'-0" 6'-0" 8'-0" GATE SINGLE SWING SIZE AS REQUIRED NOTE: SEE DETAILS THIS SHEET FENCE GROUNDING SHALL BE ACCOMPLISHED BY USING A 3/4" x 101-0" GROUND ROD INSTALLED TO MEET THE FOLLOWING CRITERIA: (a) TOP OF GROUND ROD A MINIMUM OF 12" BELOW GRADE AT LEAST ONE ON BOTH SIDES OF A GATE. TRUSS ROD 3/8" MINIMUM TRUSS ROD & BAND FABRIC /n/ 11-4TFC�1 ?b'rt�''"POSTS OR LESS 2'-0" CONC. FOR POSTS OVER 4" 10'-0" FOR DOUBLE SWING GATE RE: 1/0000.18 V/IRE TIES B'�ACE TRUS1 ROD 3/8" ! 1INIMUM 11- i" CONCRETE BRACE POST '`! STRETCHER BAR BAND TO BE 4" MAX. FROM TOP AND BOTTOM AND SPACED 11-2" O.C. MAX. CLAMP FOR TOP OR BRACE RAIL CONCRETE BASE TIE WIRE 1'-2" O.C. MAX. WIRE TIES FOR POST FASTENING DETAILS - SIMILAR TUBULAR POST OR H COLUMNS NOT TO SCALE RE: 5/07C2.2 3 STRANDS - 4 POINT GALVANIZED BARBED WIRE CHAIN LINK FABRIC (SEE NOTE 1) #6SP W IF OILED NG REINF. E LINE POST 10" MINIMUM CONC. I MULITIPLES OF 10'-0" CHAIN LINK FABRIC FENCE NOT TO SCALE FABRIC 3/8" MIN. STRETCHER BAR TO ENGAGE EACH FABRIC LINK DETAIL - END OR GATE POST 1/2" BALL VALVE STRETCHER BAR (WIRE SIMILAR) - CARRIAGE BOLT PLAN AT BANDS ' ' BARBED WIRE OR COILED SPRING WIRE or 3/8" MIN. BAND FOR WIRE STRETCHING HIGH PRESSURE SWITCH -1/2" GAUGE COCK 1"x 1/2" STAINLESS STEEL BUSHING TOP RAIL FABRIC TRdSS /OD 3/8" MINIMUM CORNER POST OR TERMINAL POST 1'-4" END BAY 10'-0" 1/4" MIN. THRU BOLT OR OTHER APPROVED POSITIVE FASTENING 1" THREAD-O-LET TOP MOUNTED HIGH PRESSURE SWITCH NOT TO SCALE 12 GAUGE SEE NOTE 3 H (SEE NOTE 2) m I11-0II lj it u SECTION 1'-0" TRUSS ROD LOWER FORK FOR 3 STRANDS BARBED WIRE BARBED WIRE TO BE PULLED TAUT & SECURELY FASTENED AS RECOMMENDED BY MANU- FACTURER �`% `/ = WIRE TIES, CLOSE TO POST -\` % 1 " . EACH SIDE - SPACE 2 -0 MAX. �` __: \ ��/ BETWEEN POSTS (T P. TOP AND ��"�� �� : OTTO M ) \/\ -COILED SPRING 1 I PLAN AT FORK UPPER FORK CARRIAGE BOLT PLUNGER ROD RIVETS GATE KEEPER (TO HOLD GATE OPEN) CHAIN LINK FABRIC "ilo, LOCK KEEPER AND GUIDE CATCH BLOCK u ELEVATION - COLUMN OR POST REINFORCING WIRE (ARMS FOR H COL. POSTS & TUBULAR POSTS SIMILAR) EXTENSION ARM FOR BARBED WIRE NOT TO SCALE 12 1 0 DETAIL PLAN AT LOCK KEEPER SWING GATE DETAIL NOT TO SCALE GENERAL NOTES: 1. ALL FABRIC TO BE #9 GAGE WIRE, WOVEN IN A 2" MESH. TOP AND BOTTOM EDGES TO BE TWISTED AND BARBED. 2. HEIGHT (H) OF FENCE TO BE 7'-0" WITH THREE (3) STRANDS OF 4 POINT BARBED WIRE SECURELY ATTACHED TO SINGLE EXTENSION ARMS ALONG TOP OF FENCE. TOP STRAND TO BE 11-0" ABOVE. 3. SINGLE EXTENSION ARMS SHALL POINT OUTWARD AT AN ANGLE OF 45 DEG. CATCH BLOCK 4. PROVIDE 1/8" x 1" FLEXIBLE BRAIDED COPPER STRAP CLAMP CONNECTED TO GATE AND POST. OPENING I' SECTION NOT TO SCALE 6" NOTE: H 12" 1. REINFORCEMENT #3 REBAR IS CONTINUOUS AND CENTERED HORIZONTALLY AT MID -DEPTH. BARS TIED AND LAPPED EVERY 12". 2. FOR LONG RUNS, PROVIDE CONTROL JOINTS EVERY 12' TO CONTROL CRACKING. 4" MIN - MOW STRIP CROSS SECTION NOT TO SCALE 100% SUBMITTAL WJ IA0 CC WV 115 LLJ z_ J z 0 N U X L.LJ w J ~ J 0 0 U w z w QJ J o N U w o U d % -1 LJJ F&N JOB NO. w 0 N N N J 0 0 w H 0 111 N 0 N r-I 0 r 0 LU N Z BALANCE OF PROJECT 100% 1 0 0 0 (0 0 1— N 0 w o -' N 0 w 0 0 z I.9 0 O E 71- N 00 O, o 03 o In N o a ��v co X 1� 0 Ein ,_- 5O i2a� 0 0 LLJ Lu U U SHEET C-52 SEQ. 63 APPROVED FILE NAME CV-ALL-DT-WELL.dwg Plot Date: 12/9/2025 4:29 PM Plot By: 08869 Filename: N:\WTU\Drawings\CV-ALL-DT-WELL.dwg Page 644 of 1298 Exhibit A-4(a) GMP No. 4 Addendum No. 1 Page 645 of 1298 GAR N EY City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3 - Work Packages for Permanent Well Installation (3.01), Well Piping/Transmission Pipeline (3.02), Electrical & Fiber Optic Installation (3.03). ADDENDUM No. 1 January 21st, 2026 TO BIDDER OF RECORD: The following changes, additions, and/or deletions are hereby made a part of the Contract Documents for the purchase special services described in Bid Package 3.00 for the City of College Station Wells 10, 11, 12 and Collection Pipeline Project dated December 2025 as fully and completely as if the same were full set forth therein. This addendum includes changes, additions, and/or deletions to the Bid Package described above. BID DATE: None. FRONT END SPECIFICATIONS: 1. REVISED 00 01 10 — Table of Contents 2. REVISED 00 21 13 — Instruction to Bidders a. Revision made to questions posting/answering cutoff date and time. 3. REVISED 00 42 23 — Bid Proposal Form a. Revision to reflect updated address listed for bids to be hand -delivered (Changed from 1100 Texas Ave to 1101 Texas Ave) 4. REVISED 00 42 23.01— Statement of Qualifications a. Revision made to allowable pages for preliminary project schedule to be included within proposal — changed to no page limit, requirement to be provided on 11" x 17" paper still applies. 5. REVISED 00 42 23.02 — Bid Package Scope of Work a. SOV 3.01 and SOV 3.02 have been REVISED — updated Schedule of Values forms attached herein as well as updated Native Excel Files posted on Civcast as part of this Addenda publication. TECHNICAL SPECIFICATIONS: 1. REVISED 26 29 23.01— Medium Voltage Variable Frequency Drives. 2. REVISED 31 21 13 - Public Well Pumping Equipment 3. ADDED 31 23 23.53 — Cement Stabilized Sand 4. REVISED 40 61 13 — Process Control System General Provisions 5. REVISED 40 61 26 — Process Control System Training 6. REVISED 40 61 96.01— Well Site 7. REVISED 40 67 00 — Control System Equipment Panels and Racks 8. REVISED 40 72 43 — Pressure and Differential Pressure Type Level Meters a. Revision made to include test well instrumentation. Bid Package 3.00 Addendum No. 1 City of College Station Wells 10, 11, 12 and Collection Pipeline Page 1 of 1 Page 646 of 1298 PLAN SHEETS: 1. New, Updated and or Revised Plan Sheets attached to this Addenda a. C-40 — C47, C-54, E-3 — E-14, E-16 — E-17, and E-19 — E-21 b. These plan sheets included within this Addenda No. 1 Packet are to replace and supersede those found within the original set of drawings. ATTACHMENTS: 1. Bid Package 3.00 Pre -Bid Meeting Agenda and Sign -In Sheet for Mandatory Pre -Bid Meeting on 01/07/2026. 2. Civcast Questions and Answers as of the 01/16/2026 and 2:00 PM CST Deadline. 3. Owner provided transformer submittal data. 4. Revised Specification Section 00 01 10 —Table of Contents 5. Revised Specification Section 00 21 13 — Instruction to Bidders 6. Revised Specification Section 00 42 23 — Bid Proposal Form 7. Revised Specification Section 00 42 23.01— Statement of Qualifications 8. Revised Specification Section 26 29 23.01— Medium Voltage Variable Frequency Drives. 9. Revised Specification Section 31 21 13 - Public Well Pumping Equipment 10. Added Specification Section 31 23 23.53 — Cement Stabilized Sand 11. Revised Specification Section 40 61 13 — Process Control System General Provisions 12. Revised Specification Section 40 61 26 — Process Control System Training 13. Revised Specification Section 40 61 96.01— Well Site 14. Revised Specification Section 40 67 00 — Control System Equipment Panels and Racks 15. Revised Specification Section 40 72 43 — Pressure and Differential Pressure Type Level Meters 16. Revised plan sheets C-40 — C47, C-54, E-3 — E-14, E-16 — E-17, and E-19 — E-21 CIVCAST UPLOADS: 1. This Addenda No. 01 Packet 2. Revised ELECTRONIC SCHEDULE OF VALUES (SOV)(SOV 3.01 & 3.02) a. PDF versions as attached to this packet 3. Mandatory Pre -Bid Meeting sign -In sheet and Agenda 4. Civcast Questions and Answers as of the 01/16/2026 Deadline. END OF ADDENDA Bid Package 03 Addendum No.1 Wells 10, 11, 12 and Collection Pipeline Page2of2 Page 647 of 1298 REVISED SCHEDULE OF VALUES - BID PACKAGE 3.01 & 3.02 Page 648 of 1298 COCS - Wells 10,11,12 and Collection Pipeline - Bid Package 3 00- SOV 3 01- Production Well Construction -ADDENDA No 1 Item I Description Well 10 1 00 Mobiliz.on and Demobilization 2.00 Installation and Saing...Outer steel Conductor Casing, Mn 50 LF per speomeadne 3 00 install.on and Sealing of 36. Steel LF, per specifications 0.00 Pilot Hole Drilling, 44ll CuConductor ttings Collml nnd sieve Analvses and Pilot Hole Logging(GeophyskalLogs). per specuations of ll ions 6W 041145 onminga.Cement a Below Total emeteruper s Casings(1,4m'lengne3'aboveground)and20 Intermediate Casing length with swage) with Minimum 3Da and 26'reeametl1414. 1e�speawely. Per zpeclBCateons 200 Cement Grout and Sealing of the surface Casrog and Intermediate Dazing from Total.. Casing Depth to Land Surface, per sped, atlons Boo Reaming and Installation ofl4"Diameter Blank production Casing (in1l 200'lap) with Minimum 24'underreamed Hole per specncations 9 00 ion of ...meter Well Screen with erreamed Hole 10.00 Reaming Install Gravel Pack In Me AnnulScreen utlr Annulus Outside thea. Blank Production Casing Provide and with 2001ap into lntermedlrte Casing, per 11.00 specifications Water Well Development Pumping Texts and Dlznfettion per specifications 12.00 Provide, install and Testing...male. Permanent Well Pumping Equipment and Well Motor Equipment per specificatons 13.00 CIP Concrete Well FoundatIon per drawings IIDaaml[y I 50 3,100 2,450 350 350 PROJECT LIMITS -COGS S Production Well Site/Pad IMIts LS VF VF VF VF VF 10.00 Promde Spare parts and Training 15 00 Furnish Spare Well Motor Well ll 16 00 17 00 18 00 19 00 20 00 21.00 22.00 23 00 24 00 25.00 26.00 27 00 28.00 TOTAL BASE 0IO Well 10 I 1 00 ILump Sum Description M obilization and Seng ofeatlon Outer 48. Steel Conductor in SO LF per specifications Installation and Sealing... Steel Conductor Canine. Mln 200 LF per specifications Pilot Pole Drilling, Drill Cuttings llectin end Sieve Analyses, and Pilot Pole Logging (Geophysical Las), per specifications Drilling, Reaming and Installation of ...meter Surface rig (1,400'' length a 3' above ground) and 2. IntermemateCaxma (1.0m' length with swage) wrt Minimum 3LP and 26.' Reamed Pala, respectively, perspecifications Cement Grout and Sealing dale Surface Casing and Intermediate Casmg from Total ...Casing Dep. to Land Surface, per specifications Reaming and Installation ofl4 Demeter Plank Productincaxmg 9ncl 200. 1ap)wrtb Minimum eeunderreamed Hole per specifications lation of le bmeter ll Screen witt nimum Underreamed ole Reaming and nnsmstall GravelPck Int. Annulus Outside the Screen and Blank Production nasingper spit^ cationsProvide and 0. lap oIntermediate Casing, p er WaMr Well Development Pumping Tests and Demlecton per specifications Provide, Install and Testog of Complete Permanent Wen Pumping Eguilmient end .....a.Prneet Per tPecb•c.e. LIP Concrete Well Foundation per drawings II DaanU„ I SO 3.00 2,450 350 350 Units LS VF VF VF VF VF ITOTAL Unit Price 29 00 Prenede Spare Pe. and Training 30.00 Furnish spare well Motor TOTAL BASE BID Weil 11 I I Item I Description 31.00 obilization on 32.00 Insaanon andsaing.48"Ouar Steel Conductor Casing_ Min 50 per spauontoons LF, per 34.00 PilotHoleDrilling, Mill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logx).per 108clfcaoonx 3600 installationofcement oneTamlWell oeptsurfaceCaang(1,n4m'length.3'above ground) and 20"Intermedate casing (1.050' length wuh swag#Iwhn Minimuming and an z Beamed Holes, ex ectve , ers ecifati4ns 37 00 Cement Grout and Sealing of Me Surface Casing and Intermediate Casmg rom Total.. Casing Dep. to Land Surface, per specifications 39.. Beaming and Installation of ...meter Blank Produ4tlon Casing 9nc1200'lap)wbh Minimu064'UIderreamed Hole per specifications ins 39 OD Reaming and aGravel Pack In the Annulus Outs. the Minimum dr o ons Screen and Blank Production Casing with 200 InstallProve. and ap into lntermedate Casing, per tons 41.00 s Water Well Development Pumping Texisand Disinfection per speculations 0200 Provide, install and Teethed Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications 43.00 CIP Concrete Well Foundation per drawings 100 ILump Sum ITOTAL IIquantity I Units I UM Price 3.100 2.450 350 350 LS VF VF VF VF VF 44.00 Fronde Spare Farts and Train. 05.00 urnnb spare Well Motor 46.00 Fronde and Inmil Data Logger On FmtingTest Weil Item EW2 EW4 EW6 EW8 EW10 EW11 EW12 EW13 EW14 W15 EW16 EMT TOTAL 613E BID Well 12 I I 1 00 ILump Sum Dezmption AdditnnalDemobilizations andR bl the Chrectron of Me CMAR Pug(Decommissioning ) CMAR Pilot Hon Water Sampling Using the Temporary,. Well Method - installation Development d Water Sample Analyses Add Of Deduct far Pilot Hole Drilling,Cuttings Collection and Sieve Analyses, a. Geophysical gang Add or Deduct far 36 Diameter Conductor Cev g includingC G Add or Deduct Add Of Deduct far Min 301 Diameter Reamed bole with 24" Casing including Cement Grout Seal Add or Deduct far Min 261 Diameter Rained bole KO 201 Intermediate Casing including Cement Grout Sal Add err tact far Min 241 Diameter Underreamed bole with 1. Blank Product. Casing including Gravel Pack Add or Deduct far Min 244 Diameter Undeneamed bole mth 14- Screen including Gravel Pack Add Of DeclUCt for 30' Section of Pump Column Assembly More or Less that Base BM Length M Tee' Add or Deduct far 10. Section of Pump Column Assembly More a Less that Base BM Length of T00. Add Of DeclUCtfa Cast ern Pump Bowl Stage to Meet Final Well Pump Design Conditions Add or Deduct far Ductile Iran Pump Bowl Stage to Meet Final Well Pump Design Conditions act for 900 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid Deduct for 800 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid At e Engineers direction, Log the Completed Pilot Hole with a Baker Hughes Spectre Log ...pr.. equal Bonds, Performance and Payment amnia), Unia 1 00 Lump sum 1 00 Lump Sum 100 Vertical Fool 0 DO Vertical Foot 81 00 Vertical Foot 100 Vertical 1 00 Vertical Foot 100 Vertical 100 Lump Sum 1 00 Lump Sum 1 00 Each 100 Ea. 1 00 Vertical Foot 1 DO dial FM 1 00 Lump Sum 1 DO Lump Sum TOTAL EW18 Additional Well Water Sampling anti Tearing As Directed By CMAR Additional Tinning as Directed By CMAR TOTAL EXTRA WORK ITEMS I TOTAL PROPOSED VALUE (BASE BID ITEMS S EXTRA WORK ITEMS) I I I a.nJDuration0onfirm Estimated Drilling, dBabmwientoCMA/PDa lo firm length I nlrmarliestdateofmobilizationtoprojectsitebasednBidderscumMworkload/ca pacity Confirm firm which will be complete the Test Hole Logging(Geophysical logs) • Project approach shall at minimum Include list of similar projects, proposed key personnel, equipment and overall prolettaper°. •The by all intents.nsideredazUnt Price Proposer All Quantities herein are approximate •The MAP makes no guarantees regarding final quanntes • Final ontract amount will be antities of work plet. and e. • aueEngineerng Deduct shall be clearly based ed wean ate Project APP...berratie(ref extended e n ecm4221o1) upon nrtpriax Mobilization(s) required to execute the scope of work are to be captured under the Bid Item 1.00 sF • ruddesmns..a Bid Guarantee eqummnt to 5%orthe base bid • Notice Bidder a ocunderstane contingenta on Tets for xas onceCommission surveydll archeological ice orts sr required with• in the projectcis Each bidder shall submit none (1)yhard copy of SOV and one (1) digital copy ofSOVin excel format as specified in Instructions to Bidders 1 00 1 OD 100 Lump Sum 1 00 ILump Sum working Shifts Linear Feet Earliest Mob Dab Lump Sum Day (TOTAL (TOTAL Extension Extension Extension Extension 1 00 2 00 3 00 0.00 5 00 6.00 7 00 8.00 9 00 10.00 11.00 Permanent Well Construction Milestones Due Date of Proposal Antelpated Notice of Award Subinittal Data to OAP Notce to Proceed Mobilization BegIn 1in on/al Ides 5016 complete with Drilling Actenties Pomp and Motor ion Completion Substantal Completion - Demobilization Final Completion Tuesday, January 27, 2026 Friday, March 13, 2026 Wednesday, dneslay, Apr111, 2026 Tuesday, A.128, 2026 TueFndav,September zozb lnuary 1,2022 u ay,April1,2027 Saturday, May 1, 2022 Tuesday, June 1, 2027 a 1,uvu rer day renany ror Not removing milestones City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3 00 ADDENDA No 1 - SOV 3 01 Page 649 of 1298 ITEM NUMBER Well 10 COCS - Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.00 - SOV 3.01 - Production Well Construction - ADDENDA No. 1 DESCRIPTION MEASUREMENT AND PAYMENT Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of 100 Mobilization and Demobilization contracts, certificate of insurance and insurance policies, bonds (if applicable), approved submittals for permanent products and required works plans and the Notice to Proceed is Issued, 75% of the lump sum bid upon initial equipment mobilization to the site; 100% of the lump sum Bid when 10% or more of the bid amount is earned. 2 00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 3.00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications 4 00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 5.00 Installation of Cement Plug Below Total Well Depth, per specifications Dnlling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' 6 00 above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications Measurement and Payment for minimum 50' of Conductor Casing installation measure per vertical foot Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation rf there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Measurement and Payment for minimum 200' of Conductor Casing installation. Conductor casing to be installed prior to drilling of the pilot hole It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and dnlling ng throughout the entire sequence of construction The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole Contractor is responsible for a 42"/48" outer conductor casing if the contractor deems it necessary to ensure a successful installation of the 36" conductor casing per contract documents. Measurement and Payment for Pilot hole dnlling and Pilot Hole Logging will be by the vertical foot Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope It is the sole risk of the bidder to select a firm that is not approved and as part of this proposal - it is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the FOR Test Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item Scales, measurement rates, logging speed, etc are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. Install cement plug below well per specifications Paid by Lump Sum upon 100% completion of cement plug placement Installation of 24" diameter surface casing and 20" diameter intermediate casing includes all work associated with reaming the test hole to a minimum 30" diameter for the 24" surface casing and minimum 26" diameter for the 20" intermediate casing and furnishing and installation of 24" and 20" diameter casings The work includes providing all matenals, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which pnce shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all matenals, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 6-5/8" diameter casing installed, accepted, and ready for use as its intended purpose 7 00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Grout 24" and 20" casings per specification from the bottom of the 20" casing to land surface. Paid by Casing Depth to Land Surface, per specifications Lump Sum upon 100% completion of well grouting. 8 00 Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing The work includes providing all matenals, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit pace per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 650 of 1298 9 00 10.00 Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications 1100 Water Well Development, Pumping Tests and Disinfection per specifications 12 00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications 13 00 CIP Concrete Well Foundation per drawings Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter pipe based, continuous -slot, wire -wound screen The work includes providing all matenals, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose Install gravel packing per specifications and paid as a lump sum upon which 50% will be paid after installation and 100% paid after well testing is completed and approved by CMAR representative. Well Development and Disinfection to be completed before well testing commences. This item is to be paid by lump sum and upon successful completion of Well Development and Disinfection as determined by the CMAR representative 95% of the lump sum bid item will be paid. After Developing and Disinfection is completed and water quality results have been received from the laboratory then 100% of this bid item will be paid. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste, water, or excess materials, etc. necessary to have the temporary test pump installed and removed, well developed, disinfected, accepted, and ready for use as its intended purpose Requirements for furnishing, installing and testing of deep well lineshaft pump per the specifications. The complete installation to include new lineshaft pump, motor, steel discharge head, column pipe, tubing and shafting, air line, solution tubing and associated strainer and suction adapter for the complete operational water well pumping system Item to be paid as a lump sum after acceptance testing of the pumping system. Install Concrete well foundation per test well specifications and detail Work shall be paid per lump sum after Concrete Well Foundation is poured and approved by CMAR representative 38 00 Provide Spare Parts and Training Lump sum payment for providing spare parts identified in the following specification sections •26 29 23 01 Medium Voltage Variable Frequency Drives •26 32 13 13 Diesel Engine Drive Generator Sets •26 50 00 Lighting •28 23 00 Video Surveillance •40 66 33 Metallic and Fiber -Optic Communication and Cabling and Connections Lump Sum Payment for providing training identified in the following specification section •26 13 00 Medium Voltage Metal Clad Switchgear .26 29 23 01 Medium Voltage Variable Frequency Drives •26 29 87 Electrical Control Panels •26 32 13 13 Diesel Engine Drive Generator Sets 1. •28 23 00 Video Surveillance .33 21 13 Public Supply Well •40 61 13 Process Control System General Provisions •410 61 26 Process Control System Training All manufacturers recommended spare parts and training not specifically defined in these sections shall be incidental to the appropriate bid item 39 00 Furnish Spare Well Motor Lump Sum payment for one (1) Spare Motor Bid item shall include furnishing one (1) complete spare motor as specified in the Contract Documents and approved submittals The Spare Motor shall be new, unused, and identical in type, size, rating, and configuration to the motor specified in 33 21 13, 2 02 E for permanent installation, including all required accessories, mounting hardware, protective coatings, and documentation. The Spare Motor shall match all specifications, horsepower, and performance requirements of the motors for Wells 10, 11, and 12 The lump sum price shall include all labor, materials, testing, factory certifications, packaging, delivery to the project site or Owner -designated location, and all incidental costs necessary to provide the Spare Motor in accordance with the Contract Documents Payment of the lump sum amount shall be made upon delivery of the Spare Motor, acceptance by the Owner or Engineer, and receipt of all required documentation No separate measurement or payment will be made for partial delivery, storage, handling, or documentation, as these costs shall be included in the lump sum bid price Well 11 14 00 Mobilization and Demobilization Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), approved submittals for permanent products and required works plans and the Notice to Proceed is Issued; 75% of the lump sum bid upon initial equipment mobilization to the site; 100% of the lump sum Bid when 10% or more of the bid amount is earned. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 651 of 1298 15 00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 16 00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications 17 00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 18.00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' 19 00 above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications Measurement and Payment for minimum 50' of Conductor Casing installation measure per vertical foot Conductor casing to be installed pnor to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation 4 there is an inadequate seal between the hole and casing and/or stability issues of the dnlling ng or hole. Measurement and Payment for minimum 200' of Conductor Casing installation Conductor casing to be installed prior to drilling of the pilot hole It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and dnlling ng throughout the entire sequence of construction The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole Contractor is responsible for a 42"/48" outer conductor casing if the contractor deems it necessary to ensure a successful installation of the 36" conductor casing per contract documents. Measurement and Payment for Pilot hole drilling and Pilot Hole Logging will be by the vertical foot. Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope. It is the sole risk of the bidder to select a firm that is not approved and as part of this proposal - d is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the EOR. Test Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item Scales, measurement rates, logging speed, etc are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. Install cement plug below well per specifications Paid by Lump Sum upon 100% completion of cement plug placement Installation of 24" diameter surface casing and 20" diameter intermediate casing includes all work associated with reaming the test hole to a minimum 30" diameter for the 24" surface casing and minimum 26" diameter for the 20" intermediate casing and furnishing and installation of 24" and 20" diameter casings The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 6-5/8" diameter casing installed, accepted, and ready for use as its intended purpose Grout 24" and 20" casings per specification from the bottom of the 20" casing to land surface. Paid by 20 00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Lump Sum upon 100% completion of well grouting. Casing Depth to Land Surface, per specifications 21 00 22 00 23 00 Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing The work includes providing all matenals, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which pnce shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all matenals, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter pipe based, continuous -slot, wire -wound screen. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose Install gravel packing per specifications and paid as a lump sum upon which 50% will be paid after installation and 100% paid after well testing is completed and approved by CMAR representative. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 652 of 1298 Well Development and Disinfection to be completed before well testing commences This item is to be paid by lump sum and upon successful completion of Well Development and Disinfection as determined by the CMAR representative 95% of the lump sum bid item will be paid After Developing and Disinfection is completed and water quality results have been received from the laboratory then 100% of 24 00 Water Well Development, Pumping Tests and Disinfection per specifications this bid item will be paid This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste, water, or excess materials, etc. necessary to have the temporary test pump installed and removed, well developed, disinfected, accepted, and ready for use as its intended purpose 25.00 Requirements for furnishing, installing and testing of deep well lineshaft pump per the specifications. The complete installation to include new lineshaft pump, motor, steel discharge head, column pipe, Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well tubing and shafting, air line, solution tubing and associated strainer and suction adapter for the complete operational water well pumping system Item to be paid as a lump sum after acceptance testing of the pumping system. Motor Equipment per specifications 26.00 CIP Concrete Well Foundation per drawings Install Concrete well foundation per test well specifications and detail. Work shall be paid per lump sum after Concrete Well Foundation is poured and approved by CMAR representative Lump sum payment for providing spare parts identified in the following specification sections. •26 29 23 01 Medium Voltage Variable Frequency Drives •26 32 13.13 Diesel Engine Drive Generator Sets •26 50 00 Lighting •28 23 00 Video Surveillance •40 66 33 Metallic and Fiber -Optic Communication and Cabling and Connections Lump Sum Payment for providing training identified in the following specification section •26 13 00 Medium Voltage Metal Clad Switchgear •26 29 23 01 Medium Voltage Variable Frequency Drives 38 00 Provide Spare Parts and Training •26 29 87 Electrical Control Panels •26 32 13 13 Diesel Engine Drive Generator Sets 1. •28 23 00 Video Surveillance •33 21 13 Public Supply Well •40 61 13 Process Control System General Provisions •40 61 26 Process Control System Training All manufacturers recommended spare parts and training not specifically defined in these sections shall be incidental to the appropriate bid item Lump Sum payment for one (1) Spare Motor Bid item shall include furnishing one (1) complete spare motor as specified in the Contract Documents and approved submittals The Spare Motor shall be new, unused, and identical in type, size, rating, and configuration to the motor specified in 33 21 13, 2 02 E for permanent installation, including all required accessories, mounting hardware, protective coatings, and documentation. The Spare Motor shall match all specifications, horsepower, and performance requirements of the motors for Wells 10, 11, and 12 The lump sum price shall include all labor, materials, testing, factory certifications, packaging, delivery to 39 00 Furnish Spare Well Motor the project site or Owner -designated location, and all incidental costs necessary to provide the Spare Motor in accordance with the Contract Documents Payment of the lump sum amount shall be made upon delivery of the Spare Motor, acceptance by the Owner or Engineer, and receipt of all required documentation No separate measurement or payment will be made for partial delivery, storage, handling, or documentation, as these costs shall be included in the lump sum bid price Well 12 27 00 Mobilization and Demobilization 28 00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), approved submittals for permanent products and required works plans and the Notice to Proceed is Issued, 75% of the lump sum bid upon initial equipment mobilization to the site; 100% of the lump sum Bid when 10% or more of the bid amount is earned. Measurement and Payment for minimum 50' of Conductor Casing installation measure per vertical foot Conductor casing to be installed pnor to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the dnlling ng or hole. Measurement and Payment for minimum 200' of Conductor Casing installation Conductor casing to be installed prior to drilling of the pilot hole It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and dnlling ng throughout the entire sequence of construction The top of the conductor casing shall extend above existing ground level and as outlined within the specifications 28 00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole Contractor is responsible for a 42"/48" outer conductor casing if the contractor deems it necessary to ensure a successful installation of the 36" conductor casing per contract documents. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 653 of 1298 29.00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 30.00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' 3100 above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications Measurement and Payment for Pilot hole dnlling and Pilot Hole Logging will be by the vertical foot Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope It is the sole risk of the bidder to select a firm that is not approved and as part of this proposal - d is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the FOR Test Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item Scales, measurement rates, logging speed, etc are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. Install cement plug below well per specifications Paid by Lump Sum upon 100% completion of cement plug placement. Installation of 24" diameter surface casing and 20" diameter intermediate casing includes all work associated with reaming the test hole to a minimum 30" diameter for the 24" surface casing and minimum 26" diameter for the 20" intermediate casing and furnishing and installation of 24" and 20" diameter casings. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 6-5/8" diameter casing installed, accepted, and ready for use as its intended purpose Grout 24" and 20" casings per specification from the bottom of the 20" casing to land surface. Paid by 32.00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Lump Sum upon 100% completion of well grouting. Casing Depth to Land Surface, per specifications 33.00 34 00 35 00 Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing The work includes providing all matenals, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter pipe based, continuous -slot, wire -wound screen The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all matenals, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose Install gravel packing per specifications and paid as a lump sum upon which 50% will be paid after installation and 100% paid after well testing is completed and approved by CMAR representative. Well Development and Disinfection to be completed before well testing commences. This item is to be paid by lump sum and upon successful completion of Well Development and Disinfection as determined by the CMAR representative 95% of the lump sum bid item will be paid After Developing and Disinfection is completed and water quality results have been received from the laboratory then 100% of 36 00 Water Well Development, Pumping Tests and Disinfection per specifications this bid item will be paid This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste, water, or excess materials, etc. necessary to have the temporary test pump installed and removed, well developed, disinfected, accepted, and ready for use as its intended purpose 3700 Requirements for furnishing, installing and testing of deep well lineshaft pump per the specifications. The complete installation to include new lineshaft pump, motor, steel discharge head, column pipe, Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well tubing and shafting, air line, solution tubing and associated strainer and suction adapter for the complete Motor Equipment per specifications operational water well pumping system Item to be paid as a lump sum after acceptance testing of the pumping system 38 00 CIP Concrete Well Foundation per drawings Install Concrete well foundation per test well specifications and detail Work shall be paid per lump sum after Concrete Well Foundation is poured and approved by CMAR representative City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 654 of 1298 38 00 Provide Spare Parts and Training Lump sum payment for providing spare parts identified in the following specification sections •26 29 23 01 Medium Voltage Variable Frequency Drives •26 32 13 13 Diesel Engine Drive Generator Sets .26 50 00 Lighting •2B 23 00 Video Surveillance •4D 66 33 Metallic and Fiber -Optic Communication and Cabling and Connections Lump Sum Payment for providing training identified in the following specification section •26 13 00 Medium Voltage Metal Clad Switchgear •26 29 23 01 Medium Voltage Variable Frequency Drives .26 29 87 Electrical Control Panels •26 32 13.13 Diesel Engine Drive Generator Sets 1. •28 23 00 Video Surveillance •33 21 13 Public Supply Well •40 61 13 Process Control System General Provisions •40 61 26 Process Control System Training All manufacturers recommended spare parts and training not specifically defined in these sections shall be incidental to the appropriate bid item 39 00 Furnish Spare Well Motor Lump Sum payment for one (1) Spare Motor. Bid item shall include furnishing one (1) complete spare motor as specified in the Contract Documents and approved submittals The Spare Motor shall be new, unused, and identical in type, size, rating, and configuration to the motor specified in 33 21 13, 2.02 E for permanent installation, including all required accessories, mounting hardware, protective coatings, and documentation. The Spare Motor shall match all specifications, horsepower, and performance requirements of the motors for Wells 10, 11, and 12. The lump sum price shall include all labor, materials, testing, factory certifications, packaging, delivery to the project site or Owner -designated location, and all incidental costs necessary to provide the Spare Motor in accordance with the Contract Documents Payment of the lump sum amount shall be made upon delivery of the Spare Motor, acceptance by the Owner or Engineer, and receipt of all required documentation No separate measurement or payment will be made for partial delivery, storage, handling, or documentation, as these costs shall be included in the lump sum bid price 40 00 Provide and Install Data Logger On Existing Test Well Lump sum payment for installing an in -site data logger on the existing Test Well Work shall be complete in place as specified in Section 40 72 42, Paragraph 2 02 EW1 Additional Demobilizations and Remobilization at the Direction of the CMAR Item shall be measured as lump sum and include mobilization to the site and demobilization from the site In the event the CMAR directs the Bidder to vacate the project site, for whatever reason, and demobilization/Remobilization is necessary, this EW Bid Item will be billed at the lump sum bid No additional costs associated with demobilization and remobilization will be billed outside of the Lump Sum bid Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to plug, abandon and decommission the Well per the project specifications. EW2 Plug and Abandon Pilot Hole (Decommissioning Well) - CMAR Directed This item will not be performed until it is directly communicated by the CMAR in wnting EW3 EW4 EW5 Pilot Hole Water Sampling Using the Temporary Test Well Method - Installation, Development and Water Sample Analyses Add or Deduct for Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Geophysical Logging Measurement and Payment will be made at the unit price bid. Item to include all labor, equipment, matenals and laboratory costs associated with captunng and producing sample(s) at the direction of the CMAR Measurement and Payment for EW Pilot hole drilling and Pilot Hole Logging will be by the vertical foot. Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope. It is the sole risk of the bidder to elect a firm that is not approved and as part of this proposal - it is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the EOR. Pilot Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item Scales, measurement rates, logging speed, etc are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. The add or deduct of 36" Conductor Casing will be billed per Vertical Foot for any 36" Conductor Casing including cement grouting added or removed. Conductor casing to be installed prior to drilling of the pilot hole It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropnate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above Add or Deduct for 36" Diameter Conductor Casing including Cement Grout seal - Add or existing ground level and as outlined within the specifications and project plans and details Contractor Deduct will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 655 of 1298 EW6 EW7 EW8 EW9 EW10 EW11 EW12 EW13 Add or Deduct for Min 30" Diameter Reamed hole with 24" Casing including Cement Grout Seal Installation of EW 24" diameter casing includes all work associated with reaming the pilot hole to a minimum 30" diameter and furnishing and installation of 24" diameter casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess matenals, etc necessary to have the 24" diameter casing installed, accepted, and ready for use as its intended purpose Installation of EW 20" diameter casing includes all work associated with reaming the pilot hole to a minimum 26" diameter and furnishing and installation of 20" diameter casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Add or Deduct for Min. 26" Diameter Reamed hole with 20" Intermediate Casing including Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the Cement Grout Seal completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 24" diameter casing installed, accepted, and ready for use as its intended purpose. Add or Deduct for Min 24" Diameter Underreamed hole with 14" Blank Production Casing including Gravel Pack Add or Deduct for Min 24" Diameter Underreamed hole with 14" Screen including Gravel Pack Add or Deduct for 20' Section of Pump Column Assembly More or Less that Base Bid Length of 700' Add or Deduct for 10' Section of Pump Column Assembly More or Less that Base Bid Length of 700' Add or Deduct for Cast Iron Pump Bowl Stage to Meet Final Well Pump Design Conditions Add or Deduct for Ductile Iron Pump Bowl Stage to Meet Final Well Pump Design Conditions Installation of EW 14" diameter blank production casing includes all work associated with underreaming the pilot hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing more or less than the base length per the specifications The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose Installation of EW 14" diameter screen includes all work associated with underreaming the pilot hole to a minimum 24" diameter and furnishing and installation of 14" diameter screen more or less than the base length per the specifications The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose Measurement and Payment will be made at the Unit Price bid if directed by the CMAR Item to include all labor, materials, equipment and related items to install the pumping equipment to a depth other than the base bid amount of 700' This includes all items such as column pipe, oil tubing, tubing stabilizers, lineshaft, air line tubing, PVC tubing, etc for making the pump operational to the adjust base depth This item will not be performed unless directed Measurement and Payment will be made at the Unit Price bid if directed by the CMAR. Item to include all labor, materials, equipment and related items to install the pumping equipment to a depth other than the base bid amount of 700' This includes all items such as column pipe, oil tubing, tubing stabilizers, lineshaft, air line tubing, PVC tubing, etc for making the pump operational to the adjust base depth This item will not be performed unless directed Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to the installation of a Cast Iron Bowl to meet final Well Pump Design Conditions Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to the installation of a Ductile Iron Bowl to meet final Well Pump Design Conditions Deduct will be made at the Lump Sum bid if directed by the CMAR Item to include all labor, materials, equipment and related items to substituting a 900 HP motor for the 1,000 HP motor in the Base Bid. EW14 Deduct for 900 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid The 900 HP motor shall meet the same specifications as the 1,000 HP motor included in the Base Bid. This item will not be performed unless directed EW15 Deduct for 800 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid EW16 Deduct will be made at the Lump Sum bid if directed by the CMAR Item to include all labor, materials, equipment and related items to substituting an 800 HP motor for the 1,000 HP motor in the Base Bid The 800 HP motor shall meet the same specifications as the 1,000 HP motor included in the Base Bid. This item will not be performed unless directed Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to log the completed test hole with a baker Hughes Spectra Log or At the Engineers direction, Log the Completed Pilot Hole with a Baker Hughes Spectra Compatible per the project specifications This item will not be performed until it is directed Log or approved equal EW17 Bonds, Performance and Payment Payment made at Lump Sum bid. Item includes furnishing performance and payment bonds in accordance with the Contract Documents EW18 Additional Well Water Sampling and Testing As Directed By CMAR Payment made at Lump Sum bid for one complete set of well water sampling, testing and analysis in accordance with the Specification Section 33 21 13 Paragraph 3 02, A , 2 City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 656 of 1298 EW19 Additional Training as Directed By CMAR Payment shall be per each 8-hour day of additional training. Payment will include all travel, lodging, per- dem, and incidental expenses to conduct an 8-hour training session as directed by the CMAR City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 1 - SOV 3.01 Page 657 of 1298 COOS - Wells 10,11,12 and Collection Pipeline - Bid Package 3 Bo - SOV 3 02 - Well Piping/Transmission Pipeline Installation - ADDENDA No 1 ITEM NUMBER I SIZE I DESCRIPTION Mobilization (Maximum 1096 of Total Base Bid Items 2-40) Traffic Control Notice of Intent and Notice of Termination TCEQ (Including Yearly Fees) Well Site Perimeter Fencing (Chain -link) - Well Site 10 Well Site Perimeter Fencing (Chain -link) - Well Site 11 Well Site Perimeter Fencing (Chain -link) - Well Site 12 II II ESTOUANTITY I Well Piping/Transmission Pipeline Installation UNIT UNIT PRICE I EXTENSION 100 Lump Sum 100 Lump Sum 100 Lump Sum 100 Lump Sum 100 Lump Sum 100 Lump Sum 16" I Open Cut Pipe Installation II 17 00 I Linear Feet 10 20" Open Cut Pipe Installation - Well Laterals and Well Collection Unes (all below grade 20' DIP) 24" Open Cut Pipe Installation- Transmission Main 30" Open Cut Pipe Installation - Transmission Main 3.91200 Linear Feet 2,722 00 Linear Feet 5,891 00 Linear Feet 11 36" 12 30" 13 36" Open Cut Pipe Installation - Transmission Main Trenchless Construction & Carrier Pipe Installation (All pressure classes) Trenchless Construction & Carrier Pipe Installation (All pressure classes) 95000 Linear Feet 20800 Linear Feet 3300 Linear Feet 14 Contractor "Wore -In" Trench Safety *Bidder to fill in Linear Feet and Unit Price* 1373100 Linear Feet 15 Pipeline Connection to Existing Systems 400 Each 16 36" 36" Tee (DIP or B303) 1 00 Lump Sum 20" Well Site No 10- Mechanical Piping 100 Lump Sum 18 20" Well Site No 11- Mechanical Piping 100 Lump Sum 19 20" Well Site No 12- Mechanical Piping 100 Lump Sum 20 Remove and Replace Flexbase Road (Well Access Roads) 2500 Square Yards 21 Remove and Replace Flexbase Road (Bart Road) 79000 Square Yards 22 Remove and Replace Concrete Paving 94700 Square Yards 23 Remove and Replace Asphalt Paving 13200 Square Yards 24 Remove and Dispose 36-Inch B303 Pipe 64000 Linear Feet 25 Grout and Abandon 16-Inch Existing Waterline 1 00 Lump Sum 26 24-Inch Direct Bury Flanged Outlet 1 00 Each 27 Combination Air Valve 900 Each 28 Blow Off Valve 500 Each 29 16" Butterfly Valve Installation 100 Each 30 I 20" I Butterfly Valve Installation II 400 'Each 31 24" Butterfly Valve Installation 100 Each 32 30" Butterfly Valve Installation 100 Each 33 36" Butterfly Valve Installation 200 Each 34 Pipeline Marker Furnish and Install 100 Lump Sum 35 Permanent Revegetatien by Seeding 100 Lump Sum 36 Cathodic Protection Casing Test Station 800 Each 37 Cathodic Protection Isolating Joint Test Station 200 Each 38 Hydrostatic Pressure Testing & Disinfection of Pipeline 100 Lump Sum 39 Remobilization for Well Site Mechanical Piping Tie -Ins 300 Each 40 Bond Provide a Performance and Payment Bond 1 00 Lump Sum SUBTOTAL:II 41 Extra Work CMAR Directed Re -mobilization to Tunnel Site to Hydrostatically Test Pipe 42 Extra Work CMAR Directed Re -mobilization 43 Extra Work CMAR Directed Additional Encasement Flowable FIII 44 Extra Work CMAR Directed Additional Encasement 3500psl Concrete 45 Extra Work CMAR Directed Impart Stabilization Stone per Unstable Ground Conditions 48 Extra Work Special Easement Conditions TOTAL EXTRA WORK ITEMS:I TOTAL PROPOSED VALUE (BASE BID ITEMS & EXTRA WORK or ALTERNATE ITEMS)• I Note 1 Bidders proect approach will be required to be turned in path the bid for evaluation by the Protect Team Note 2 Reference Fiber Optic and Pipeline Plan Drawings for infamaxon related to this Bid Package Note 3 Bidder understands multiple mobilizations.,be required and work will take place horn time to time for the duration of the project No additional compensation for remobllizaaonswtll be made to contractor unless the mobilization is directed by the CMAR (ALT 01) Note 4 Bidder is to begin installation oath the coordinated shutdown of the 36" 13303, Removal and Replacement, Station 129t49 58 to 123600 Note 5 Staking for Contractors work will be included in the Contractors scope to perform No staking will be provided by the CMAR As -bunts will need to be provided Note 6 Bidder is required to furnish liability insurance in accordance with the agreement and Section 00 72 00 - Standard General Conditions and 00 73 00 - Supplementary Conditions Note 7 Bidder understands that Mere will be CMAR provided material and provided bid is composed accordingly Note 6 All work shall be coordinated with the CMAR Note 9 Bidder is to understand and incorporate within their pricing the varying conduit and cable details as notated within Ole plans well site run detailsvs detail following main transmission pipeline Note 10 Bidder to understand multiple mobilizations may be required to complete their scope of work -bidder also responsible for coordinating with the other Each bidder shall submit one (1) hard copy of SOV and one (1) digital copy of SOV In excel format as specified in Instructions to Bidders. 100 6.00 1 00 (Lump Sum TOTAL I $ 100 Each 200 Each 50000 Cubic Yaks 50000 Cubic Yards 190000 Tons 100 Lump Sum 100 (Lump Sum ITOTAL: 100 (Lump Sum (TOTAL: Installation Milestone Proposals Due Anticipated Notice of Award Submittal Data to CMAR Completion of SOX of Pipeline Installation Pipeline installed and Ready for Testing Substantial completion Final completion Tuesday. January 37, 2026 Friday, March 13, 2026 Friday, April 3,2026 Wednesday, September 30, 2026 Monday, Marc, 28, 2D2] Wednesday, April 28, 2027 Friday, May 28, 202] $1,500 Per Day Penalty For Not Achieving Milestones Company City of College Station, Wells 10,11,12 and Collection Pipeline Bid Package 3 00 ADDENDA No 1- SOV 302 Page 658 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment -ADDENDA No. 1 ITEM SIZE DESCRIPTION MEASUREMENT AND PAYMENT 1 00 Mobilization (Maximum 10%of Total Base Bid Items 240) 200 Traffic Control 300 Notice of Intent and Notice of Termination TCEQ (Including Yearly Fees) 4 00 Well Site Perimeter Fencing (Chain -link) • Well site 10 5 00 Well Site Perimeter Fencing (Chain -link) • Well site 11 600 Well Site Perimeter Fencing (Chain -ink) - Wall Site 12 T 00 Open Cut Pipe Installation 8 00 Open Cut Pipe Instellahan - Well Laterals and Well Collection Lines (all below grade 20' DIP) Item shall be measured as lump sum and include mobilization to the ate, demobilization from the site, necessary licenses, permits, and temporary facilities Mobilization shall be on a lump sum basis at the unit pace allowed with a maximum of 10%total amount Bid Amount of the lump sum Bid for mobilization available for payment shall be as follows 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds Of applicable), and the Notice to Proceed is Issued, 75% of the lump sum Bid upon initial equipment mobilization to the sole and completion of pre -lob video documentation, 100% of the lump sum Bid when 10 %or more of the Bid amount is eamed Contractor is required to provide all necessary traffic control materials and plans, equipment, tools, materials, and labor to install, maintain throughout constmc0on activities, and remove, ate access roads as shown in the plans The Sre Access Roads will be constructed per the plans and specifications on the routes indicated by the Owners agreements with landowners, a as otherwise indicated in the bid This pay item is intended to encompass access roads to the easement, for resident and public access and covers driveway relocation a new construction, residential access construction. shoofly and bypass road construction and removal of such as depicted in the plans, plan notes and specifications if removal is required Pay dem for both permanent or temporary ate access for readen0al and commercial individuals and to sin permanent or be removed per the bid documents. or as required Measurement for this item will be on a Lump Sum Baas and will be weighed on percent complete as wok progresses All field adjustments to site access roads must be approved o wring by CMAR and landowner/agent before any dentitions from the plans and specifications Measurement of this Item will be by Lump Sum This bid item Includes all costs associated with preparing and submitting a Notice of Inter to TCEQ In accordance with the agreement and specifications Payment will be based on the Lump Sum Price payable upon receipt of NOI submittal and receipt of NOT Item shall be measured as a lump sum Item includes materials, labor, equipment. and incidentals for installation of the Perimeter Fencing round the Well Pad This pay Rem does not include temporary fencing required to secure the wok area from the public, livestock or other Any temporary fencing will be at the contractors discretion There will be no separate payment made for temporary fencing This dem includes the permanent gate, locking mechanisms, tensioning, maw stop, barbed wire, grounding and all other incidentals required fora full and successful installation Item shall be measured as a lump sum Item includes materials, labor, equipment. and incidentals for installation of the Penmeter Fencing round the Well Pad This pay Rem does not include temporary fencing required to secure the wok area from the public, livestock or other Any temporary fencing will be at the contractors discretion There will be no separate payment made for temporary fencing This dem includes the permanent gate, locking mechanisms, tensioning, mow stop, barbed wire, grounding and all other incidentals required fora full and successful installation Item shall be measured as a lump sum Item includes materials, labor, equipment, and incidentals for installation of the Perimeter Fencing round the Well Pad This pay item does not include temporary fencing required to secure the wok area from the public, livestock or other Any temporary fencing will be at the contractors discretion There will be no separate payment made for temporary fencing This dem includes the permanent gate, locking mechanisms, tensioning, maw stnp, barbed wire, grounding and all other incidentals required fora full and successful installation Measurement and payment for pipe installed by open -cut shall be per linear foot of actual honzaltal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This item includes installation of all horizontal and vertical fittings in the linear foot pnce Payment made at a unit puce Bid shall include ppe, materials, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pope, fittings, stub outs, fieeble Joints, special coatings (where indicated), and closure sections, welding joints, grouting joints, (ant wrap, shoring, dewatenng, and pumping where necessary, trench excavation, backfillmng, embedment material. curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting a replacing or temporarily relocating ewsting structures a utilities, disposal of surplus materials, cleaning up and antenance, sign replacement, surveying and replacement of1 monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants, and any measurement and Payment incidental work and materials not otherwise indicated In other pay items, all in strict accordance with the Plans and Specifications Furnishing of 16" DI ppe is to be pronded by the Bidders/Contractors Bidder responsible for scheduling and managing deliveries at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications As -built information will be required to accompany monthly progress payments for work completed to date The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-bu,lts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support eas0ng utilities Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc resulting from damage indicted to any utility line by the Bidder Upon completion of right-of-way removal of topsoil, payment will be allowed fo up to five percent (5%) of the Bid pnce per linear foot Upon completion of pipe laying, backfilting, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its anginal, or required condition, including fence repair, grading, and removal of all equipment a matenals related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit pnce Bid for man line pipe Measurement and payment for pipe installed by open -cut shall be per linear foot of actual horizontal length from center offit0ng to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This dem includes installation M all horizontal and vertical fittings in the linear foot pnce Payment made al a unit pnce Bid shall include materials, labs, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling staging, and laying M pipe, fillings, stub outs, fiemble tints, special coatings (where indicated), and closure sections, welding pants, grouting toms, Joint wrap, shoring, dewateeng, and pumping where necessary, trench excavation, backfill,ng, embedment material, curb and gutter replacement, permanent grading, removal and replacement M topsoil, diversion dikes, terracing, protec0ng or replacing or temporarily relocating ousting structures or uhlhes, disposal of surplus materials, cleaning up and antenance, hen replacement, surveying and replacement M monuments, dust control, removal M mud from roadways, erosion and sed,mentahon control device repair as damaged by contractor, temporary bypass piping, replacement M sidewalks, replacement M drainage structures, temporary fencing and gates, temporary replacement M street lights, fire hydrants, and any measurement antl Payment incidental work and materials not otherwise indicated In other pay items, all in sinet accordance with the Plans and Specifications Fummhng M DI underground pipe is promoted by CMAR (20' long tolls, Per ACIPCO Lay Schedule) Bidder responsible for scheduling and managing dehvenes at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to promote adequate as -built information to the Owner in accordance to Specifications As -built inform.. will be required to accompany monIMy progress payments for work completed to date The cost of the cis incidental to the Bidder No separate payment will be accommodated and all casts associated with as -butts to be captured and covered under (hs pay dem Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support eesbng u0b0es Payment for man line pipe shall include all costs required to have utility companies repay any damage inflicted to their Imes by the Bidder and any cleanup, property damages, fines, etc resulting from damage inflicted to any utility Inns by (he Bidder Upon completion of ngldof+eay removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid pnce per Inner foot Upon completion of pipe laying, backfilbng, and cansol,dahon M trench backfill, payment for pipe installation writ be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the properly affected by construction operations has been completely restored to its anginal, or required condnhon, mcludnng fence repay, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amaun(s are exclusive of any standard retamage, which will be ,n addhon tic the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excava0on and the rust thereof shall be included in the unit pnce Bid for man line pIPe City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 300 ADDENDA No 1- SOV 302 Page 659 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment -ADDENDA No. 1 ITEM SIZE DESCRIPTION MEASUREMENT AND PAYMENT 9 00 Open Cut Pipe Installation • Transmission Main 10 00 Open Cut Pipe Installation -Transmission Main 11 00 Open Cut Pipe Installation -Transmission Main 12 00 Trenchless Construction 8 Carrier Pipe Installation (All pressure classes) Measurement and payment for pipe Installed by opencut shall be per linear foot of actual honzontal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This Item Includes Installation of all honzaital and vertical fittings in the linear fact pnce Payment made at a unit pnce Bid shall include matenals, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings,gs,stub guts, flexible toints, special coatings (where indicated), and closure seobons, welding,ants, grouting joints, font wrap, shonng, deuatenng, and pumping where necessary, trench excavation, backfilling, embedment matenal, curb and gutter replacement, permanent grading, removal and replacement of topsail, diversion tl kes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus matenals, cleaning up and amtenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement d street lights, fire hydrants, and any measurement and Payment incidental work and matenals not otherwise indicated in other pay Items, all in armor accordance with the Plans and Specifications Furnishing of DI underground pipe is provided by CMAR (20' long Joints Only, Per ACIPCO Lay Schedule) Bidder responsible for scheduling and managing deliveries M the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built Information to the Owner in accordance to Specifications As -built Information will be required to accompany monthly progress payments for work completed to date The cost of this Is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-bullts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc resulting front damage Inflicted to any utility line by the Bidder Upon completion of dghtof-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid price per linear foot Upon completion of pipe laying, backflling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its original, or required condition, Including fence repair, grading, and removal of all equipment or materials related to contraction, but not Including reseeding Topsoil replacement will be In accordance with the provided easement condklons between the Owner and Landowner These amounts are exclusive of any standard r(ainage, which will be in addklon to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost there( shall be included In the unit price Bid for main line pipe Measurement and payment for pipe installed by open -cut shall be per linear foot d actual hlnzmtal length from center (fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This Item includes installation of all hon.-dal and vertical fittings in the linear foot pnce Payment made at a unit pnce Bid shall include matenals, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub outs, flexible toints, special coatings (where indicated), and closure sections, welting tents, grouting toints, rant wrap, shonng, dewatenng, and pumping where necessary, trench excavation, backfilling, embedment marmot, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporanly relocating existing structures or utilities, disposal of surplus matenals, cleaning up and amtenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants, and any measurement and Payment incidental work and matenals not otherwise indicated in other pay items, all in Met accordance with the Plans and Specifications Furnishing (DI underground pipe is provded by CMAR (20' Long rants Only per ACIPCO Lay Schedule) Bidder responsible for scheduling and managing delwenea at the rate required by the Contact Contactor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications As -built information will be required to accompany monthly progress payments for work completed to date The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-bullts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities Payment for main line pipe shall include all casts required to have utility companies repay any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc resulting from damage inflicted to any utility line by the Bidder Upon completion of nght-of-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid pnce per linear foot Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its onginal, or required condition, including fence repair, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included In the unit pnce Bid for man line pipe Measurement and payment forpipe installed by opencut shall be parlinear foot ofactualhammntal length from center of fidingh, center or end of pipe by Mahon without any deduction for the length of intermediate fittings, specials or valves This Item includes installation d all hcm001tal and vertical fittings in the linear foot pnce Payment made at a unit pnce Bid shall include matenals, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub cuts, flexible toints, special coatings (where indicated), and closure sections, weldingtan[s, gr0uhngloints, tent wrap, shoving, dewatenng, and pumping where necessary, trench excavation, backfilling, embedment maternal, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating ousting structures or utilities, disposal of surplus matenals, cleaning up and amtenance, sign replacement, survey!, and replacement of monuments, dust control, removal d mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement d sidewaks, replacement of drainage structures, temporary fencing antl gates, temporary replacement ( street lights, fire hydrants, and any measurement and Payment incidental work and matenals not otherwise indicated In other pay items, all in armor accordance with the Plans and Specifications Famishing of DI underground pipe is provided by CMAR (20' Long Joint Only, per ACIPCO lay Schedule) Bidder responsible for scheduling and managing dehvenes at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications As -built information will be required to accompany monthly progress payments for work completed to date The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-bullts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support evshng u0ti0es Payment fix main line pipe shall include all coots required to have utility companies repay any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc resulting from damage inflicted to any utility line by the Bidder Upon cample0on of ng0tof-way removal (topsoil, payment will be allowed for up to five percent (5%) (the Bid pnce per liner ford Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy -seen (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its onginal, or required condition, including fence repair, grading, and removal of all equipment or tenets related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit pnce Bid for man line pipe Measurement and payment for pipe shall be per linear foot of actual honzontat length hen beginning of casing/liner plate to end of casing/liner ple by station Payment made at a unit pnce Bid shall include matenals, necessary traffic control plans and products, labor, equipment, and incidentals fer unloading, hauling, staging, and Installation of water pipe in casing / liner plate, bock and mortar bulkheads, flexible Joints, fiber optic conduits, Installation of conduits, special coatings (where indicated), and closure sections, welding toints, tans, shoring, dawatenng, and pumping where necessary, trench / pit excavation, backfilling, embedment matenal, pipeline and appurtenance arkers, protecting or replacing or tem poanly relocating wasting structures or utatias, disposal of surplus matenals, cleaning up and maintenance, dust control, removal of mud from roadways, erosion and sedimentation control device repair, test plugs and temporary piping, replacement of drainage structures, temporary fencing and gates, temporary relocations of paver poles, mailboxes, street lights, fire hydrants, and any Measurement and Payment ncidental work and matenals not otherwise indicated In other pay items, all in armor accordance with the Plans and Specifications Furnishing of Garner pipe Is provided by CMAR (20' long Joints per the ACIPCO Lay Schedule) Bidder is responsible for scheduling and managing tlelivenes at the rate required by the Contract 50% of line Item total will be paid when all casing/liner plate is installed Remaining 50% will be pad once the tamer pipe has been installed inside of the caangiliner plate The measurement for payment for pipe to be installed Ina casing well be the same length as the casing in which the water pipe is installed As-bullts to be captured under this pay item as it applies to this scope of pipeline installation All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereat shall be included in the unit pnce Bid for man line pipe City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 300 ADDENDA No 1- SOV302 Page 660 of 1298 ITEM 13 00 SIZE Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment -ADDENDA No. 1 DESCRIPTION Trenchless Construction S Carrier Pipe Installation (All pressure classes) Contract° 14.00 ^Wr te4n" Trench Safety 'Bidder to fill in Linear Fact and Unit Price. 15.00 Pipeline Connection to Existing Systems 16 00 361 Tee (DIP or 8303( 1)00 Well Site No. 10- Mechanical Piping 1800 Well Site No. 11- Mechanical Piping 1900 Well Site No. 12- Mechanical Piping 20 00 Remove and Replace Flexbase Road (Well Access Roads) 21 00 Remove and Replace Flexbase Road (Bart Road) 22 00 Remove and Replace Concrete Paving 23 00 Remove and Replace Asphalt Paving MEASUREMENT AND PAYMENT Measurement and payment for pipe shall be per linear foot of actual hanzanta length from beginning of casing/liner plate to end of casing/Inver plate by station Payment made at a unit price Bid shall include matenals, necessary traffic control plans and products, labor, equipment, and incidentals for unloading, hauling, staging, and Installation of water pipe in casing / liner plate, bnck and mortar bulk -heads, fleable Joints, Ober optic conduits, installation of conduits, special coatings (where indicated), and closure sections, welding lams, lams, shonng, dewatenng, and pumping where necessary, trench / pit excavation, backfilling, embedment matenal, pipeline and appurtenance markers, protecting or replacing a temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, dust control, removal of mud from roadways, erosion and sedimentation control device repair, test plugs and temporary piping, replacement of drainage structures, temporary fencing and gates, temporary relocations of power poles, mailboxes, street lights, fire hydrants, and any Measurement and Payment incidental work and materials not otherwise indicated In other pay items, all in stout accordance with the Plans and Specifications Furnishing of Camer pipe is provided by CMAR (20. Long Joints per the ACIPCO Lay Schedule) Bidder is responsible for scheduling and managing deliveries at the rate required by the Contract 50% of line Item total will be paid when all casingfliner plate Is Installed Remaining 50%will be paid once the caller pipe has been Installed inside of the casingfliner plate The measurement for payment for pipe to be Installed Ina casing will be the same length as the casing in which the water pipe Is Installed As-builts to be captured under this pay item as It applies to this scope of pipeline Installation All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included In the unit price Bid for main line pipe Payment made at unit price Bid shall be measured in linear feet along centerline of the pipeline or other utility Item includes labor, supervision, materials, and equipment for trench safety and shoring In accordance with all applicable contract Documents, federal, and state laws and regulations Measurement and payment for pipeline connections and tie ins installed by open -cut shall be per each Tie -Ins to be made at STA 119+53 48, STA 121+16 52, STA 122+95 44, and STA 129+36 24 Payment made at a per each price Bid shall Include materials, labs, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, fledble joints, transitional pieces, special coatings (where Indicated), and closure sections, grouting joints, joint wrap, shoring, dewatedng, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping installation, all in strict accordance with the Plans and Specifications Including valuing, restraint, air release (as applicable), and removal Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built Information to the Owner in accordance to Specifications As -built Information will be required to accompany monthly progress payments for work completed to date The cost of this Is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-bullts to be captured and covered under this pay item All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included In the unit price Bid for main line pipe Payment made at unit pnce Bid shall be measured by lump sum Item includes materials, labor, equipment, and incidentals for complete installation d the 36-inch tee either DIP a B303 material and all associated components including, flanged accessories, coatings, and all other as indicated in the Contract There will be no additional payment due a separate pay item for varying depths a material type chose at contractors discretion Payment made as a lump sum Item includes matenals, labor, equipment, and incidentals for complete installation of the mechanical piping connecting to the Well Pumps and buried transmission man Installation to include all associated components including, transition piping from direct bury transmission man to the mechanical piping, flanged spool pieces, couplings, boltsfgaskets. painting of mechanical piping and all other accessories as indicated in the Contact Items provided by CMAR included in protect specifications under "Summary Of Work' section Payment made as a lump sum Item includes materials, labor, equipment, and Incidentals for complae Installation of the mechanical piping connecting to the Well Pumps and buried transmission main Installation to include all associated components including, transition piping from direct bury transmission main to the mechanical piping, flanged spool pieces, couplings, bolts/gaskets, painting ofmechanical piping and all other accessories as indicated in the Contract Items provided by CMAR included in protect specifications under Summary Of Work" section Payment made as a lump sum Item includes matenals, labs, equipment, and incidentals for complete installation of the mechanical piping netting to the Well Pumps and buried transmission man Installation to include all associated components including, transition piping from area bury transmission man to the mechanical piping, flanged spool pieces, couplings, boltsfgaskets. painting of mechanical piping and all other accessones as indicated in the Contact Items provided by CMAR included in protect specifications under "Summary Of Work' section Payment shall be paid and measured in square yards of bid item completed Item to include all labor, equipment, traffic control plans and materials and construction matenals including culvert(s), fill materials, earthwork, compaction, aggregates, flexbase, geognd, and all other incidentals to successfully adjust/improve and or maintain the Well Access Roads back to easbng or better condition as outlined in the contract documents Replacement per detail DT-2 on Sheet C51 Payment shall be paid and measured in square yards M bid item completed Item to include all labor, equipment, traffic control plans and matenals and construction matenals including culverts), fill matenals, earthwork, compaction, aggregates, flexbase, geognd, and all other incidentals to successfully edlust/impro✓e and or maintain the Bart Road back to ending or better condition as outlined in the contract documents Replacement per dotal on Sheet C56 Payment shall be paid and measured in square yards of bid item completed Item to include all labor, equipment, traffic control plans and materials and construction matenals including rebar, fill materials, earthwork, compaction, aggregates, flexbase, geognd, and all other incidentals to successfully restore the concrete paving on Bart Road to eastin9 or better conditions Work to include protunng, pairing of concrete, leveling, expansion rants, and all incidentals included for successful placement Payment made at unit pnce Bid shall be measured in square yards Song cenlerine of pipeline by station Item includes materials, labor, equipment, and incidentals for traffic control and mantenance, shoring, dewatenng, pumping where necessary and allowed, trench excavation, backfill (including CLSM and flex -base), and surface replacement to praeasting grade, thickness, and condition or to that detaled in the Contract Drawings whichever is greater and all other work necessary for the acceptable HMAC on Chipseal roads surface complete in place Area designated for payment is shown in the Contract Drawings No compensation will be made for surface thickness greater than that shown n the Contract Drawings on additional surface replacement a restoration outside file limits shown on the Contract Drawings All items to be considered incidental and included in price Bid No additional payment will be made for faulty grade Payment for the removal and disposal of the misting 36-inch B303 waterline will be made at the cryract unit pnce per linear foot This pay item shall constitute full compensation for all labor, materials, equipment, and incidentals necessary tc complete the work The scope of this item includes, but is not limited to removal and proper disposal of the misting 36-inch B303 pipe, all disposal and dump fees, trench safety in accordance with current OSHA regulations, dewatenrg operations, abandonment of misting appurtenances, removal and 24.00 Remove and Dispose 30-Inch 15303 Pipe disposal of associated accessories and coatings, and all other related items required or shown in the Contact Documents No ad0ibonal compensation will be provided, and no separate pay items will be authorized, for variations in pipe depth or for any other conditions reasonably anticipated as part M the work. Payment made at unit pnce Bid shall be per each Item includes, materials, labor, equipment, and incidentals for a completion of the 16inch stub -out Including, but not limited too abandonment, removal, disposal, accessories, coatings, and all other accessories as indicated in the 25 00 Grout and Abandon 16-Inch Existing Waterline Contact There will be no additional payment due or separate pay item for varying depths Payment made at unit pnce Bid shall be measured per each Item includes matenals, labor, equipment, and incidentals for Complate installation of the 24-Inch direct buried flanged outlet and all associated components including, flanged outlet, blind flange, flanged accessories, 26 00 24-Inch Direct Bury Flanged Outlet coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying depths City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 300 ADDENDA No 1- SOV302 Page 661 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment -ADDENDA No. 1 ITEM SIZE DESCRIPTION MEASUREMENT AND PAYMENT Payment made at unit pnce Bid shall be measured per each completed assembly Item Includes materials, labor, equipment, and Incidentals for complete installation of Combination Air Valve and all associated components including, flanged accessories (including insulating kit(s)), ]] 00 Combination Air Valve valve stem extensions , valve stem gulde(s), precast vault, vault cove, pipe embedment, vent pipe, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay den for varying vault depths Air valves and valves provided by others Payment made at unit pnce Bid shall be measured per each Item includes matenals, labor, equipment, and incidentals for complete installation of Blow Off Valve and all associated components including, flanged outlet, blind flange, flanged accessones (including insulating 20 00 Blow Off Valve WO)), valves, valve stem extensions , valve stem gulde(s), ductile iron pipe and fittings, precast vault, vault cove, CLSM pipe encasement, concrete support, concrete pad, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay Item for varying vault depths Valves to be provided by others Payment made at unit pnce Bid shall be measured per each Item includes matenals. labor. equipment, and incidentals for complete installation of Butterfly Valve and all associated components including, connection accessories (including insulating krt(s)), coatings, coupling, harness, bypass. valve stem extensions , valve stem gu,0e(s), concrete vault. pipe embedment, concrete supports, concrete pads, coatings, 29 00 Butterfly Valve InsGllagon and all other accessories as indicated in the Contract Thee will be no additional payment due or separate pay item for varying vault depths Butterfly Valves to be provided by others Payment made at unit price Bid shall be measured per each Item Includes materials, labor, equipment, and Incidentals for complete installation of Butterfly Valve and all associated components including, connection accessories (including Insulating kit(s)), coatings, coupling, hones, bypass, valve stem extensions , valve stem gulde(s), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, 30 00 Butterfly Valve Inst2llagon and all other accessories as Indicated in the Contact There will be no additional payment due or separate pay Item for varying vault depths Butterfly Valves to be provided by others Payment made at unit pnce Bid shall be measured per each Item includes matenals. labor. equipment, and incidentals for complete installation of Butterfly Valve and all associated components including, connection accessories (including insulating kit(s)), coatings, coupling. harness, bypass. valve stem extensions , valve stem gu,0e(s), concrete vault. pipe embedment, concrete supports, concrete pads. coatings, 31 00 Butterfly Valve Installation and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths Butterfly Valves to be provided by others Payment made at unit pnce Bid shall be measured per each Item includes matenals. labor. equipment, and incidentals for complete installation of Butterfly Valve and all associated components including, connection accessories (including insulating kids)), coatings, coupling, harness, bypass. valve stem extensions , valve stem gu,0e(s), concrete vault. pipe embedment, concrete supports, concrete pads, coatings, 32 00 Butterfly Valve Installation and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths Butterfly Valves to be provided by others 33 00 Butterfly Valve Installation 34.00 Pipeline Marker Furnish and Install 35 00 Permanent Revegetagon by Seeding 36 00 Cathodic Protection Casing Test Station 37 00 Cathodic Protection Isolating Joint Test Station 38 00 Hydrostatic Pressure Testing 8 Disinfection of Pipeline 39 00 Rams... lion for Well Site Mechanical Piping Tie -Ins 40 00 Bond Provide a Performance and Payment Bond 4100 Extra Work CMAR Directed Re -mobilization to Tunnel Site to Hydrostatically Test Pipe 02 00 Extra Work CMAR Directed Re -mobilization 03 00 Extra Work CMAR Directed Additional Encasement Flowable Fill 04.00 Extra Work CMAR Directed Additional Encasement 3500psi Concrete 05 00 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 05 00 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 06 00 Extra Work Special Easement Conditions Payment made at unit price Bid shall be measured per each Item includes materials, labor, equipment, and incidentals for complete installation d Butterfly Valve and all associated components including, connection accessories (including insulating kids)), coatings, coupling, harness, bypass, valve stem extensions , valve stem guiders), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contact There will be no additional payment due or separate pay item for varying vault depths Butterfly Valves to be provided by others Payment made at unit pnce Bid and shall be measured as per each Item includes materials, labor, equipment, and incidentals for installation of marker posts, including post, decal and all other occessones as ind,oated in the Contact Payment made at Lump Sum Bid and shall be measured at percent complete as seed, fertilizer, and straw are applied Item includes materials, labor, equipment, and incidentals for the completion ofrevegetalion by drill seeding including furnishing and installing seed, fertilizer. and crimped straw mulch in the areas indicated in the Contract and requested in writing by the Contract Team No addtional payment due or separate pay item for Work required outside the construction limits due to the Bidders construction actiwties Payment made at Per Each pnce Bid Item includes materials, labor, equipment. and incidentals for installation of test station boxes, pipe connectons, excavation and backfilling, anodes, wires, termination of wires, and all other incidental work as shown on the plans and specifications for CASING type test stations Payment made at Per Each price Bid Item includes materials, labor, equipment, and incidentals for installation of test station boxes, pipe connections, excavation and backfilling, wires, termination of wires, and all other incidental work as shown on the plans and specifications for INSULATING FLANGE type test stations Payment made at lump sum pnce Bid Item includes all labor, equipment and maternal including pipe, pumps, hoses, gauges, momtonng equipment, dewatenng equipment, bacldlow prevention devices and all other items necessary to fill the line with water and complete successful hydrostatic test Hydrostatic Testing shall be conducted from STA 123+00 to STA 129+36 24, STA 43+63 to STA 122+86 49, and STA 11+00A to STA 40+84 Upon completion of successM0 hydrostatic pressure test, contactor to disinfect pipeline in accordance with all AWWA standards 50 of item to be paid upon completion ofa successful hydrostatic pressure test Remaining 50 % of this item to be pad upon receipt of passing Bac-T results Water to be provided by Owner for first test If first test is unsuccessful, Bidder shall be responsible for cost of water M any and all subsequent tests until successfully completed Costs for this item shall be made in lump sum Costs for this item shall include all labor, material, subcontractors end all other incidentals for the remobillza0an back to the Jobsite to conduct the be -ins of the above ground mechanical piping at each well to the Transmission Piping Payment will not be made for multiple mobilizations to each well sae Payment made at lump sum pnce Bid Item includes furnishing performance and paymeR bonds in accordance with the Contract Documents Payment made at Unit Price Bid Item Includes all labor, equipment and material necessary to re -mobilize to the Micro -Tunnel upon completion as coordinated by the CMAR to complete the Installation and/or connection Payment for this item will ally be made rf the CMAR coordinates the remoblllzabon Payment will not be made under this item if Contractor elects to de -mobilize and remobilize or relocate to another area of the workere at their discretion, or unnecessaniy skip an area that could otherwise be waked in Payment made at Unit Price Bid Item Includes all labor, equipment and material necessary to re -mobilize to locations as coordinated by the CMAR to complete the installation and/or connection Payment for this item will only be made If the CMAR coordinates the remob,l,zabon Payment will not be made under this item if Contractor elects to de -mobilize and re -mobilize or relocate to another area of the workere at their discretion, or unnecessanly skip an area that could otherwise be worked in Payment made at unit pnce Bid shall be measured in cubic yards Item includes matenals, labor, equipment, and incidentals to provide CLSM, complete in place, in accordance with the plans and details Payment will only be made for quantities placed at the direction of the Contract Tears and shall be venfied with 'load tickets" from batch plan) No extra payment will be made for shoring or dewatenng of trench Payment made at unit pnce Bid shall be measured in cubic yards Item includes matenals, labor, equipment, and incidentals to provide 3500psm concrete, complete in place, in accordance with the plans and details Payment will only be made for quantities placed at the direction of the Contract Team and shall be verified with 'load bakers' from batch plant No extra payment will be made for shoring or dewatenng of trench Payment made at unit pnce Bid shall be measured in cubic yards Item includes matenals, labor, equipment, and incidentals to Import Stabilized Stone, complete in place, in accordance with the plans and delals Payment will only be made for quanhbes placed at the direction of the Contract Team and shall be verified with'load hckels" from the approved aggregate supplier No extra name.. be made for shoring or dewatenng of trench This allowance is to accommodate any Special Easement Condbons, Omamental Fences, or any other special agreements between the Owner and Landowner or as directed by the CMAR This does not include barbed wire fence repairs or gates covered in above pay Items This pay Item will be based on a cast reimbursement upon validated labor, equipment, materials, and subcontract quotations to complete the work stipulated in the contract documents, Landowner Agreements, or as otherwise coordinated with the CMAR This allowance is to accommodate any Special Easement Conditions, Omamental Fences, or any other special agreements between the Owner and Landowner or as directed by the CMAR This does not include barbed wire fence repairs or gates covered in above pay items This pay Item will be based on a cast reimbursement upon validated labor, equipment, materials, and subcontract quotations to complete the work stipulated m the contract documents, Landowner Agreements, or as otherwise coordinated with the CMAR City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 300 ADDENDA No 1- SOV302 Page 662 of 1298 REVISED SPECIFICATIONS - FRONT END & TECHNICAL Page 663 of 1298 00 01 10 TABLE OF CONTENTS Division / Section Division 00 00 00 00 00 0107 00 01 10 00 01 15.1 00 11 13 00 13 24 00 21 13 00 42 23 00 42 23.01 00 42 23.02 SOV 3.01 SOV 3.02 SOV 3.03 00 42 23.04 00 42 23.06 00 42 23.07 00 42 23.08 00 42 23.09 00 43 43 00 52 23 05 52 23.01 00 61 13.13 00 61 13.16 00 62 13 00 72 00 00 73 00 Title Request for Proposals and Contracts Project Cover Sheet Design Professional Seals Table of Contents List of Drawings — 100% Submittal (Bid Package 3) Advertisement for Bids Progress Schedules and Reports Instructions to Bidders Bid Proposal Form Statement of Qualifications and Project Approach Bid Package Scope of Work 3.01— Permanent Well Construction 3.02 — Well Piping/Transmission Pipeline 3.03 - Electrical & Fiber Optic Installation Vendor Compliance with Reciprocity on Non -Resident Bidders (TWDB-0459) Contractor's Act of Assurance (ED-103) Contractor's Act of Assurance Resolution (ED-104) Bidder's Certifications (WRD-255) Conflict of Interest Questionnaire Form Wage Rates Agreement Prime Agreement Performance Bond Form Payment Bond Form Certificate of Insurance Standard General Conditions Supplementary Conditions Division 01 General Requirements 01 1100 Summary of Work 01 29 00 Payment Procedures 01 3100 Project Management and Coordination 01 31 13 Project Coordination 01 31 13.13 Forms 01 32 34 Video and Photographic Documentation 01 33 00 Submittal Procedures 01 33 02 Shop Drawings 01 50 00 Temporary Facilities and Controls 01 57 00 Temporary Controls 01 57 23 Temporary Stormwater Pollution Control 01 70 00 Execution and Closeout Requirements 01 71 23 Construction Surveying 01 74 23 Final Cleaning 01 78 23 Operation and Maintenance Data Division 02 Earthwork Table of Contents — Addenda No. 01 00 01 10 - 1 City of College Station — Wells 10, 11, 12 and Collection Pipeline 06/01/2025 Page 664 of 1298 Division / Section 02 41 13.13 Title Removal of Existing Concrete (B/CS Unified Technical Specification) Division 03 Concrete 03 1100 Concrete Forming 03 2100 Reinforcing Steel 03 30 00 Cast -In -Place Concrete 03 41 19 Precast Reinforced Concrete Valve Vault Division 05 Metals 05 05 13 Galvanizing 05 50 00 Metal Fabrications 05 5100 Metal Stairs 05 52 13 Pipe and Tube Railings 05 53 00 Metal Gratings Division 09 Finishes 09 03 12 Conductive Trace Wire for Water Pipe and Sewer Force Main Installation (B/CS Unified Technical Specification) 09 96 00 High -Performance Coatings 09 97 16 Pipeline Coatings and Linings Division 13 13 34 19 13 47 13 Special Construction Metal Building Systems Cathodic Protection Division 22 Plumbing 22 68 11 Fuel System Division 23 HVAC 23 81 13 Package Wall -Mount Air Conditioning Units Division 26 Electrical 26 00 00 Electrical General Provisions 26 01 26 Testing of Electrical Systems 26 05 13 Medium -Voltage Cables 26 05 19 Low -Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers And Supports for Electrical Systems 26 05 30 Electrical Building 26 05 33 Raceways and Boxes for Electrical Systems 26 05 36 Cable Trays For Electrical Systems 26 05 43.01 Manholes And Concrete Pull Boxes for Electrical Systems 26 05 53 Identification For Electrical Systems 26 05 73.01 Electrical Power System Studies 26 09 23 Lighting Control Devices 26 12 19 Pad -Mounted, Liquid Filled, Medium Voltage Transformers 26 13 00 Medium Voltage Metal Clad Switchgear Table of Contents — Addenda No. 01 City of College Station — Wells 10, 11, 12 and Collection Pipeline 000110-2 06/01/2025 Page 665 of 1298 Division / Section Title 26 22 13 Low -Voltage Distribution Transformers 26 24 13 Switchboards 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 29 23.01 Medium Voltage Variable Frequency Drives 26 29 87 Electrical Control Panels 26 32 13.13 Diesel Engine Drive Generator Sets 26 41 13 Lightning Protection for Structures 26 43 13 Low Voltage AC Surge Protection Devices (SPDs) 26 50 00 Lighting Division 28 28 00 00 28 23 00 Electronic Safety and Security Electronic Security Video Surveillance Division 31 Earthwork 31 0 13 Soils for Earthwork 31 05 16 Aggregates for Earthwork 31 1100 Clearing and Grubbing (B/CS Unified Technical Specification) 31 23 10 Structural Excavation and Backfill 31 23 23.34 Flowable Fill 31 23 23.53 Cement Stabilized Sand Backfill 31 23 33 Excavating, Trenching, and Backfilling (B/CS Unified Technical Specification) 31 25 13 Erosion and Sedimentation Control (B/CS Unified Technical Specification) 31 32 13.19 Lime Soil Stabilization 31 32 19.15 Geotextile 31 50 00 Trench Safety (B/CS Unified Technical Specification) 31 63 29 Drilled Concrete Piers and Shafts Division 32 32 11 14 32 11 16 32 11 29 32 31 13 32 91 19.13 32 92 13 32 92 19 32 92 23 Exterior Improvements Flexible Base Crushed Limestone (B/CS Unified Technical Specification) Subgrade Preparation and Compaction (B/CS Unified Technical Specification) Lime Stabilization (B/CS Unified Technical Specification) Chain Link Fences and Gates Topsoil Placement and Grading Hydro -Mulch Seeding (B/CS Unified Technical Specification) Seeding for Erosion Control (B/CS Unified Technical Specification) Sodding for Erosion Control (Block Sodding)(B/CS Unified Technical Specification) Division 33 Utilities 33 05 02 Ductile Iron Pipe (B/CS Unified Technical Specification) 33 05 23.33 Pipeline Crossing 33 11 13.1 Water Main Construction (B/CS Unified Technical Specification) 33 12 16 Main Line Valves (B/CS Unified Technical Specification) 33 13 00 Disinfection of Water Lines (B/CS Unified Technical Specification) 33 13 10 Hydrostatic Tests (B/CS Unified Technical Specification) 33 21 13 Public Supply Well and Well Pumping Equipment Table of Contents — Addenda No. 01 00 01 10 - 3 City of College Station — Wells 10, 11, 12 and Collection Pipeline 06/01/2025 Page 666 of 1298 Division / Section 33 21 13.01 33 23 24 33 30 00 33 31 13.16 33 39 13 33 40 02 33 41 16 33 52 26 33 73 15 33 73 16 Division 40 40 05 43 40 05 64 40 05 65.23 40 05 78 40 61 13 40 61 21 40 61 26 40 61 93 40 61 96 40 61 96.01 40 62 63 40 63 43 40 66 13 40 66 33 40 67 00 40 71 23.13 40 72 43 40 73 13 40 73 26 40 73 36 APPENDIX Attachment 'A' Appendix A Appendix B Appendix C Appendix D Appendix E Title Test Hole, Test Well and Monitoring Well Contact Grouting Microtunneling In -line Reconnaissance Inspection Manholes (B/CS Unified Technical Specification) Reinforced Concrete Pipe (B/CS Unified Technical Specification) Drainage Channel Excavation (B/CS Unified Technical Specification) Foam Pigging Shaft Excavation Groundwater and Surface Water Control Process and Interconnections Miscellaneous Valves Butterfly Valves Swing Check Valves Air Valves — Ball Float Style Process Control Systems and General Provisions Process Control System Testing Process Control System Training Process Control System 10 List Process Control Descriptions Process Control Narrative — Well Sites Operator Interface Terminals Programable Logic Controllers Switches and Routers Metallic and Fiber -Optic Communication Cabling and Connectors Control System Equipment Racks and Panels Venturi Flow Meter Pressure and Differential Pressure Type Level Meters Pressure Gauges Gauge Pressure Transmitters Pressure and Differential Pressure Switches APPENDIX Union Pacific Crossing Agreement City of College Station E-House Building Specification Geotechnical Report Allowable Axial Pile Capacity Curves SUE QL-A Test Hole Reports Owner Provided Transformer Data END OF SECTION Table of Contents — Addenda No. 01 City of College Station — Wells 10, 11, 12 and Collection Pipeline 000110-4 06/01/2025 Page 667 of 1298 00 21 13 INSTRUCTIONS TO BIDDERS 1.00 Qualifications of Bidders A. Submit documentation with Bids to demonstrate that the Bidder is qualified by experience and capability to successfully construct the Project within the Contract Time and for the Contract Amount. See Specification Section 00 42 23.01 Statement of Qualifications and Project Approach for required documentation. B. Submit a Bid Bond with the Price Proposal in the amount of five percent (5%) total amount of Bid. C. A Performance and Payment Bond will be required to be submitted to the CMAR by the successful Bidder in accordance with the General and Supplementary Conditions. D. The City of College Station (Owner), Freese and Nichols (Engineer), and Garney Companies, Inc (CMAR), hereafter referred to as "Contract Team" may conduct investigations as considered necessary to establish the responsibility, qualifications, and financial ability of the Bidders, proposed Subcontractors and other persons and organizations to do the work in accordance with the Contract Documents to Contract Team's satisfaction, and within the prescribed time. The Contract Team may reject the Bid of any Bidder who does not meet any such evaluation to Owner's satisfaction. 2.00 Copies of Bidding Documents A. Complete sets of Bidding Documents must be used in preparing bids; neither Owner nor Engineer nor CMAR assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. The official website for Bidding Documents, Bidders' questions, and addenda for this project will be at the following web address: https://www.civcastusa.com B. The Contract Team in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.00 Examination of Contract Documents and Site A. It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with Contract Documents, and (e) notify CMAR of all conflicts, errors or discrepancies in the Contract Documents. Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-1 12/03/2025 Page 668 of 1298 B. Before submitting a Bid, each Bidder shall, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work which Bidder deems necessary to determine its bid for performing and finishing the Work in accordance with the time, price and other terms and conditions of the Contract Documents. All site investigations must be coordinated with the CMAR and Owner prior to visitation. D. The lands upon which the Work is to be performed, proposed rights -of -way, and easements for access thereto and other lands designated for use by Bidder in performing the Work are identified in the Proposal Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Bidder. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. E. The submission of a Bid will constitute an incontestable representation by Bidder that Bidder has complied with every requirement of this Article, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. F. A mandatory are -bid conference for all Bidders is scheduled for the date and time prescribed in the Advertisement for Bids 00 11 13. The pre -bid will be virtual at the link provided on the official website and made available to all bidders. 4.00 Technical Specifications All technical specifications are issued by: Freese and Nichols 10497 Town and Country Way Suite 500 Houston, Texas 77024 5.00 Questions and Interpretations and Addenda A. All questions about the meaning or intent of the Contract Documents are to be submitted on the Project website at httrs://www.civcastusa.com. Technical interpretations or clarifications considered necessary by CMAR and Engineer in response to such questions will be issued by Addenda. Questions received after the date and time conveyed on the primary advertisement website civcastusa.com may not be answered. Only questions Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-2 12/03/2025 Page 669 of 1298 answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. B. Addenda may also be issued to modify the Bidding Documents as deemed advisable by the Contract Team. 6.00 Substitutions or "equivalent" Items A. The Contract, if awarded, will be on the basis of materials, equipment, and services described in the Drawings or specified in the Specifications without consideration of possible substitute or "or -equivalent" items. Whenever it is indicated in the Drawings or specified in the Specification that a substitute or "or -equivalent" item of material or equipment may be furnished or used by Bidder if acceptable to Contract Team, application for such acceptance will not be considered by Contract Team until after the Effective Date of the Agreement unless the Engineer/CMAR at their option, elect to issue an Addenda naming a substitute or "or -equivalent" item prior to receipt of bids. For EQUIPMENT PROPOSALS only the Manufacturers listed in the Specifications will be accepted. The procedure for submission of any such application by Bidder and consideration by Contract Team is set forth in Specification Section 00 72 00 General Conditions and Specification Section 01 33 00 Submittal Procedures. 7.00 Bid Proposal Requirements A. Price Proposal i. Two (2) hard copies of the Bid Package Scope of Work (00 42 23.02) are to be turned in. Each hard copy shall be in a separate sealed envelope. Two (2) electronic copies of the Bid Package Scope of Work (in Microsoft Excel Format) are also to be turned in at the time of bid on USB storage devices. One USB storage device shall accompany each hard copy in the sealed envelope. In the case of any discrepancy, the hard copy submitted with the proposal will be considered the actual costs proposed. 1. All blanks on the hard copy of the Bid Package Scope of Work must be completed. 2. Bids must be priced as indicated on the Bid Package Scope of Work (00 42 23.02). If applicable the price of the alternative bids will be the amount to be added to or deducted from the price of the Package's Base Bid if the alternate is selected. ii. A bid bond must accompany each hard copy of the Scope of Work in the sealed envelopes. The Bid Bond amount is five (5) percent of the bid. B. Technical Proposal i. The Technical Proposal shall include one (1) hardcopy of each of the following documents and one (1) electronic copy of each of the following documents on a USB storage device. The electronic copies of each document shall be combined and submitted as one PDF document. The hard copy and the electronic copy shall be submitted together in a sealed envelope. 1. Bid Proposal Form 00 42 23 Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-3 12/03/2025 Page 670 of 1298 a. Bids by corporations must be executed in the corporate name by the President or a Vice president (or other Corporate Officer accompanied evidence of authority to sign) and the corporate seal must be affixed and attested by the Secretary or an Assistant secretary. The corporate address and state of incorporation must be shown below the signature. b. Bids by partnerships must be executed in the partnership name signed by a partner whose title must appear under the signature and the official address of the partnership must be shown below the signature. c. All names must be typed or printed below the signature. d. The Bid Form shall contain an acknowledgment of receipt of all Addenda (the numbers of which must be filled in on the Bid Proposal Form) and forms. e. The address and telephone number for communication regarding the Bid must be shown. f. Bids may be rejected that are qualified with conditions, clauses, or alterations, or items not called for in the proposal, or irregularities of any kind in which the Contract Team's opinion may disqualify the Bidder. g. The bidder is required to execute the Bid Proposal Form. 2. Bidder's Statement of Qualifications and Project approach per 00 42 23.01— Statement of Qualification and Project Approach 3. An acknowledged copy of the TWDB-0459, Vendor Compliance with Reciprocity of Non -Resident Bidders 00 42 23.04 must accompany the Bid Proposal Form. 4. An acknowledged copy of the ED-103 Contractor's Act of Assurance 00 42 23.06 must accompany the Bid Proposal Form. 5. An acknowledged copy of the ED-104 Contractor's Act of Assurance Resolution 00 42 23.07 must accompany the Bid Proposal Form. 6. An acknowledged copy of the WRD-255 Bidder's Certifications 00 42 23.08 must accompany the Bid Proposal Form. 7. An acknowledged copy of the Conflict of Interest Questionnaire 00 42 23.09 must accompany the Bid Proposal Form. 8.00 Submission of Bids A. Submission of the Price Proposal shall include two (2) separate and identical sealed envelopes with the following items in each envelope: 1. One (1) hard copy of 00 42 23.02 — Bid Package Scope of Work 2. One (1) electronic copy of Bid Package Scope of Work on a USB storage device 3. Bid Bond B. Submission of the Technical Proposal shall include one sealed envelope with the following items: 1. 00 42 23 — Bid Proposal Form Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-4 12/03/2025 Page 671 of 1298 2. 00 42 23.01— Statement of Qualifications and Project Approach 3. 00 42 23.04 — Vendor Compliance with Reciprocity of Non -Resident Bidders (TWDB-0459) 4. 00 42 23.06 — Contractor's Act of Assurance (ED-103) 5. 00 42 23.07 — Contractor's Act of Assurance Resolution (ED-104) 6. 00 42 23.08 — Bidder's Certifications (WRD-255) 7. 00 42 23.09 — Conflict of Interest Questionnaire Form 8. One (1) electronic copy of the Technical Proposal combined in one PDF file on a USB storage device C. Price Proposal shall be submitted at the time and place indicated in the 00 11 13 Advertisement for Bids and shall be enclosed in two separate opaque sealed envelopes, each marked with: PRICE PROPOSAL The City of College Station — Wells 10. 11. 12 and Collection Pipeline Bid Package #3 FOR The City of College Station (Bidder's Name) (Bidder's Address) and accompanied by all required documents as listed above. Bidder will acknowledge on outside of envelope anv addenda. D. The Technical Proposal shall be submitted at the time and place indicated in the 00 11 13 Advertisement for Bids and shall be enclosed in an opaque sealed envelope, marked with: Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-5 12/03/2025 Page 672 of 1298 TECHNICAL PROPOSAL The City of College Station — Wells 10, 11, 12 and Collection Pipeline Bid Package #3 FOR The City of College Station (Bidder's Name) (Bidder's Address) and accompanied by all required documents as listed above. Bidder will acknowledge on outside of envelope any addenda. Any Bid received after the time indicated in the invitation will be considered ineligible and returned unopened. 9.00 Modifications and Withdrawal of Bids A. Bids may be modified or withdrawn by an appropriate document duly executed and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 10.00 Bids to Remain Subject to Acceptance A. All bids will remain subject to acceptance for 60-days after the day of the Bid opening, but the Contract Team may, in their sole discretion, release any Bid prior to that date. 11.00 Award of Contract A. The Contract Team reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time, or changes in the Work, and to negotiate contract terms with the Successful Bidder and the right to disregard all nonconforming, nonresponsive, unbalanced, or conditional Bids. In the event that there is a conflict in the statement of a price within the bid the Contract Team reserves the right to select the amount most advantageous to the Contract Team. Also, the Contract Team reserves the right to reject the Bid of any Bidder if the Contract Team believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by the Contract Team. Instructions to Bidders — Addenda No. 01 00 21 13 - 6 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 12/03/2025 Page 673 of 1298 B. In evaluating Bids, the Contract Team will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. The following criteria will be used in the evaluation process when selecting Bidders: Bid Package # 3.01, 3.02, 3.03 Description Weighting Value Price Proposal Comprehensive Pricing Project Schedule Detailed schedule showing durations of each activity and project milestones Ability to Meet Milestones Ability to meet schedule - including narrative of schedule approach Written Understanding and Sequencing / Project Approach Sequencing of Installation Completion of similar projects Understanding of Scope Feedback and Past References Experience with CMAR Delivery and City of College Station Historical Project Execution and Sequencing Safety 50 10 5 10 Company EMR / TRIR - Past 3 Years 10 Experience of Safety Personnel OSHA Willful and Fatalities Past 3 years Qualifications / Key Personnel Field Managers and Superintendents Project Managers 15 Safety Manager Company Leadership Instructions Compliance with Instructions to Bidders and Required Proposal Pass/Fail Information Total (Technical) Total (Pricing) 50 50 Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-7 12/03/2025 Page 674 of 1298 C. The Contract Team may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as requested with Bid Proposal Form. Owner also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. D. The Contract Team may conduct such investigations as they deem necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to the Contract Team's satisfaction within the prescribed time. E. If the contract is to be awarded, it will be awarded to the Bidder whose evaluation is considered to be of best value and of the best interests of the Project by the Contract Team. F. Point of Clarification - All Bid Proposals will be turned into the City of College Station representatives at the designated time and place as indicated in the bidding documents. Although this will not be a public bid opening, proposal pricing will be recorded by the Contract Team representatives at that time. G. The Contract Team reserves the right to conduct interviews with respondents and/or other investigations prior to finalizing evaluations. Information gathered during this process may be used during the evaluation process prior to award. 12.00 Signing of Agreement A. After award by the Contract Team, the Successful Bidder will be given the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. The Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to CMAR and the Owner with the required Bonds. Refer to Section 1 Paragraph C of this document for the required Bonds. Thereafter CMAR shall deliver one fully signed counterpart to Bidder. Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-8 12/03/2025 Page 675 of 1298 13.00 Excavation Safety A. The successful Bidder, if applicable to their scope of work or supply, will be required to provide an Excavation safety plan in accordance with state law certified by a registered professional engineer in the State of Texas at the time contracts are signed and within the fifteen (15) day time period after Notice of Award. All costs for providing and implementing the trench safety plan shall be included in the bid package that is being proposed on. 14.00 Sales and Use Taxes A. This project is sales tax exempt, for any equipment and/or material that is directly incorporated into or becomes a permanent part of this project. B. The Bidder is responsible for obtaining the latest information from the State Comptroller's Office and/or other appropriate entities, regarding tax laws and exemptions, and bid accordingly. 15.00 Contract Time A. Construction and/or Production and Delivery Milestones are included on the Bid Package Scope of Work / Supply. Failure to comply with and perform in accordance with these Milestones may result in Liquidated damages as set forth in the Supplementary Conditions, or cancellation of the Contract or Agreement. 16.00 Retainage A. The retainage for this Project is five percent (5%). B. The City of College Station Wells 10, 11, 12 and Collection Pipeline Project is funded by the City of College Station. The retainage for all Bid Packages of this Project will not be released for final payment until the construction of the Wells, Collection Line and Conveyance Pipeline is determined to be at final completion. The date of final completion of the above mentioned system is projected to be May 2027. This final completion date is estimated and is subject to change based on numerous factors. By submitting a Bid Proposal, the Bidder acknowledges and accepts that the retainage for the Bidder's Scope of Work will be withheld until the final completion date of the Raw Water Pipeline construction, that the Bidder's Price Proposal reflects this acknowledgement, and that the final completion date of the Raw Water Pipeline construction is subject to change. END OF SECTION Instructions to Bidders — Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 002113-9 12/03/2025 Page 676 of 1298 00 42 23.01 STATEMENT OF QUALIFICATIONS AND PROJECT APPROACH 1.00 GENERAL A. The statement of qualifications must be submitted with the Bid Proposal and include, as a minimum, the information as described in this section of the contract documents. Failure to submit the required information in the statement of qualifications may result in considering the bid non -responsive and result in rejection of the bid by the Owner. Bidders may be required to provide supplemental information if requested by the Owner to clarify, enhance or supplement the information provided in the statement of qualifications. B. Bidders must complete the forms included in this section. Information in these forms must be provided completely and in detail. Information that cannot be totally incorporated in the form may be included in an appendix to the form. This appendix must be clearly referenced by appendix number in the form, and the appended material must include the appendix number on every sheet of the appendix. The appendix must include only the information that responds to the question or item number to which the appended information applies. C. Bidders may provide supplemental information to the statement of qualifications using AIA, AGC or other industry standard statement of qualification forms and / or bidders may submit additional information such as organizational brochures or other marketing information to help demonstrate the ability to provide best value to the owner. This information may not be submitted as a substitute to the information specifically requested in this section, or in the statement of qualifications forms. 2.00 REQUIRED INFORMATION A. In addition to the forms required in paragraph B above, ALL bidders shall also provide the following information in narrative format: 1. Project Approach_ Response should be no more than 6-pages and include the following information and should describe how the Bidder proposes to produce material(s) as necessary and manage and staff the execution of work for this Project. a. How Bidder plans to coordinate Work between different phases and locations of the Project. b. Number and type of "crews" proposed for the project with breakdown of crew members and equipment. c. Input as to proximity of resources from the project site —'turn-around' time related to unforeseen mobilizations to project site. d. Preliminary work plan describing the phasing of the work throughout construction. e. Approach and management of any temporary facilities. This includes, as examples, but is not limited to, power, water or any other materials/works that are necessary to construct the work. f. Type and percentage of work that may be subcontracted out by the Bidder (if applicable). Type and size of equipment and/or number of machines proposed. g• Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 1 12/03/2025 Page 677 of 1298 2. Experience — Response should be no more than 3-pages excluding letters of recommendation and resumes. a. Bidder's experience on similar projects. Submit photographs, project descriptive narratives, letters of recommendation, project awards, and references to demonstrate similar project experience in construction of the respective scope of work, being proposed on, which meets the CMAR's expectations for quality. 1). Experience should include, as a minimum, the satisfactory completion of at least 3 projects of similar size and scope within the last 5 years. If Bidder does not have specific experience with projects of this type and magnitude, the Bidder may describe its proposed approach and how its experience with other projects enhances their capability to successfully complete this Project. 3. Qualifications of Bidder — Response should include no more than 2-pages excluding resumes of Key Personnel. a. Provide information for individuals that will be actively working on this Project. Bidder is to provide a list of Key Personnel proposed for the Project. Key Personnel include the Project Manager, Superintendent, Safety Manager, and Quality Control Manager. If one or more of these key roles are to be filled by one individual, this information is to be provided with the list of proposed individuals. The Bidder must provide the services of the proposed key personnel for the life of the Project as a condition of qualification. Failure to provide the proposed Key Personnel may result in the disqualification of the Bidder and may void the award of the Contract. b. Include experience on similar projects of proposed Key Personnel. Provide the resumes of proposed Key Personnel with the Statement of Qualifications and list projects on which they have had significant involvement in the last 5 years. This list is to include the name and a current telephone number for references for each of these project assignments. The project Superintendent must be dedicated to this Project full time for the duration of the Project. c. Project specific organizational chart indicating on and off -site management personnel. 4. Ability to Meet Project Milestones — Response should be no more than 1-page excluding list of prior projects. a. Provide information to demonstrate the ability of the organization to meet milestones as listed in Scope of Work 00 42 23.02. Bidders are to provide a tabulation of all projects completed by the Organization within the last 5 years. Indicate the number and dollar volume in terms of size and unit quantity currently under contract and the projected completion date of each active project and how the resources dedicated to these assignments will impact Bidder's ability to effectively execute their Scope of Work on this Project. Provide an estimate of the amount of the Project that will be performed using in-house resources and the amount to be performed by Subcontractors and other Suppliers. Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 2 12/03/2025 Page 678 of 1298 b. Provide a preliminary project schedule, on 11x17 paper, with activities that competently show the sequence of construction that meet the projects milestones. c. Provide a site layout for the respective scope of work that displays how the easements or work lands available will be utilized for the construction of the project. 5. Safety and Other Factors — Include below table in response which should include as many pages as necessary to provide a thorough response. Question Has your company had any fatalities since January 1st, 2016? If Yes, provide a detailed explanation of the events resulting in the fatality. Has your company had any serious, willful, or repeat OSHA Citations since January 1st, 2016? If Yes, provide a copy of each Citation. Has your company been involved in any litigation since January 1st, 2016 with any project owner engineer-or- CMAR? If Yes, provide a detailed explanation of each litigation event. Has your company been assessed liquidated or delay damages by any project owner engineer or CMAR-since January 1st, 2016? If Yes, provide a detailed explanation of each assessment. Provide your current Workers Compensation Experience Rating (EMR) and attached additional supporting data. Continued. General Information Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline Yes No 00 42 23.01- 3 12/03/2025 Page 679 of 1298 Organization doing business as Business address of principle office Telephone numbers I Main number I Fax number I Website address Form of business (check one If a corporation Date of incorporation State of incorporation Chief Executive Manager's name President's name Vice President's name(s) Secretary's name Treasurer's name A corporation A partnership An individual If a Partnership Date of organization State whether partnership is general or limited If an Individual Name Business address Identify all individuals not previously named which exert a significant amount of business control over the organization Indicators of organization size Average number of current full- time employees Average estimate of revenue for the current year Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 4 12/03/2025 Page 680 of 1298 Affidavits One of the following four affidavits shall be executed and provided with this information. The individual signing the affidavit shall attach evidence of their authority to bind the organization to an agreement. AFFIDAVIT FOR CORPORATION State County of , being duly sworn deposes and says (Name) that they are of the (Title) corporation submitting the foregoing qualification form and related information; have read such documents; and that such documents are true and correct and contain no material misrepresentations; and that they are authorized to make this affidavit on behalf of the Corporation. (Signature) Signed and sworn to me before this (Notary Public) My commission expires: day of , 20_. Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 5 12/03/2025 Page 681 of 1298 AFFIDAVIT FOR PARTNERSHIP State County of , being duly sworn deposes and says (Name) that they are of the (Title) company submitting the foregoing qualification form and related information; have read such documents; and that such documents are true and correct and contain no material misrepresentations; and that they are authorized to make this affidavit on behalf of the Partnership. (Signature) Signed and sworn to me before this (Notary Public) My commission expires: day of , 20_. Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 6 12/03/2025 Page 682 of 1298 AFFIDAVIT FOR INDIVIDUAL State County of , being duly sworn deposes and says (Name) that they are of the (Title) company submitting the foregoing qualification form and related information; have read such documents; and that such documents are true and correct and contain no material misrepresentations. (Signature) Signed and sworn to me before this (Notary Public) My commission expires: day of , 20_. Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 7 12/03/2025 Page 683 of 1298 JOINT VENTURE STATEMENT We the undersigned do hereby give notice to our agreement to bid as a joint venture on the Project. (Name of Joint Venture) (Name of Firm) (Signature) Signed and sworn to me before this (Notary Public) My commission expires: (Name of Firm) (Signature) Signed and sworn to me before this (Notary Public) My commission expires: day of , 20_. day of , 20_. Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 8 12/03/2025 Page 684 of 1298 END OF SECTION Statement of Qualifications and Project Approach- Addenda No. 01 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 00 42 23.01- 9 12/03/2025 Page 685 of 1298 26 29 23.01 MEDIUM VOLTAGE VARIABLE FREQUENCY DRIVES 1.00 GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to manufacture, fabricate, test, and deliver complete variable frequency drives as shown on the drawings and as specified herein, including all required appurtenances to be used in the Owner's Pump Station as shown in the schedule below. The VFDs shall operate on 4,160 VAC, 3-phase, 60 Hz with drive isolation transformers, if required, and all appurtenances needed to meet the requirements of these specifications. The VFDs shall be suitable to drive the pumping unit over the range of 50-100% speed. Location For Pump VFD Name Well Site 10 Well Site 11 Well Site 12 Pump P-W10 Pump P-W11 Pump P-W12 "VFD-W10" "VFD-W11" "VFD-W12" B. The manufacturer shall provide the services of factory field engineers for start-up, field tests, troubleshooting, Owner training and the supervision of storage and installation. The minimum time required for the manufacturer field services to be on -site shall include a minimum of the following. These times do not include travel time and include a minimum of 8 hours working per day. Start-up/Testing Field Tests Troubleshooting Owner Training Supplementary Owner Training during Warranty Period C. Harmonic analysis and test to verify results. 1.02 QUALITY ASSURANCE 9 days (15 trips minimum) 6 days (12 trips minimum) 6 day (12 trips minimum) 6 day (6 trips minimum) 3 day (3 trip minimum) A. ACCEPTABLE MANUFACTURERS: The VFD manufacturer shall demonstrate 4 years of experience with the drives using phase shift technology of the type and size herein specified. 1. Siemens — Perfect Harmony series 2. Toshiba - base model M41AN44125AAAO. 3. Yaskawa - base model MV2UD6DF155E1ABB. 4. No other manufacturer will be accepted. B. Variable speed drives shall be of sufficient size for the duty to be performed and shall not exceed their full -rated capacity when the driven equipment is operating as specified. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-1 Addendum NO.1 Page 686 of 1298 C. The variable frequency drive manufacturer shall maintain, as part of a national network (United States), engineering service facilities within 250 miles of the project site to provide start-up service, emergency service, calls, repair work, service contracts, and maintenance and training of customer personnel. When requested by the Engineer, documentation shall be provided showing compliance, capabilities and references for this requirement. D. All equipment shall be NEMA rated. IEC or dual IEC/NEMA rated shall not be acceptable. E. Complete VFD integrated line up shall be UL Listed. F. The VFD manufacturer shall be responsible for coordinating with the pump and pump motor manufacturer to meet the design and performance requirements of the specification. The VFD shall be installed by the Contractor. 1. The VFD manufacturer shall coordinate with the pump and motor manufacturer for exact motor requirements: HP, amps, RPM, etc. 2. Refer to section 43 24 13, "Vertical Centrifugal Pumping Units — Line Shaft Type" for additional information. G. FACTORY INSPECTION AND TESTS 1. GENERAL a. Equipment furnished under these specifications shall be subject to inspection during manufacturing by representatives of the Owner who shall be afforded proper facilities for determining compliance with the specifications. b. The Owner may, at his option, elect to have the factory test witnessed by the Owner, or a designated representative of the Owner. If the option is taken to witness the test, then payment will be in accordance with the appropriate item of the Proposal. The costs for a maximum of two representatives for the Factory Inspection and Test shall be included in the proposal. c. If tests are to be witnessed by the Owner or Owner's representative, the manufacturer shall notify the Owner at least 60 days in advance of the dates that tests will be made, so that the Owner can make arrangements for his representative to be present. d. Travel for Witness Tests and Inspections: 1) The Equipment Manufacturer will pay the cost for all travel, lodging expenses, meals and transportation for Owner and Engineer personnel (two maximum) to witness the factory VFD inspections and tests shall also be included in the proposal. The Manufacturer or Vendor will pay for the cost of the representative's (travel, lodging, meals and other expenses for the tests, for a maximum of one trip). The manufacturer shall bear all other costs for performing the witnessed test. If a test must be re -run due to failure in meeting the specified requirements, then the Owner representative's costs for the re- test shall be borne by the Equipment Manufacturer at standard rates. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-2 Addendum NO.1 Page 687 of 1298 2) It is preferred that witness testing be conducted in the continental United States of America. No testing shall be conducted in Mexico. If the Equipment Manufacturer wishes to test equipment outside of United States of America, the cost for the travel, lodging expenses, meals and transportation for Owner and Engineer personnel (two maximum) to witness the factory VFD inspections and tests shall also be included in the proposal. All flights including connections over 3 hours shall be business class or better. Where available, all flights shall be non-stop originating and returning to DFW International Airport or Dallas Love Field for domestic travel. All travel arrangements are subject to approval by the Owner and Engineer. 3) If the Equipment Manufacturer wishes to test equipment outside of the continental United States of America, the cost for the travel, lodging expenses, internet access, meals and transportation for Owner and Owner's representative personnel (maximum two representatives) to witness the factory inspections and tests shall also be included in the proposal. All international flights including connections over 3 hours shall be business class or better. Where available, all international flights shall be non-stop originating and returning to DFW International Airport or Dallas Love Field. All travel arrangements are subject to approval by the Owner and Owner's representative. Equipment Manufacturer shall be responsible for obtaining travel visa and letters of invitation for the Owner and Owner's representative personnel attending the witness testing, English-speaking interpreter, transportation, a local guide, and access to one international mobile phone as deemed necessary by the Owner or Owner's representative. The Owner and Owner's representative personnel who are to witness the testing, shall approve all travel arrangements, including, selected airline, flight times, selected hotel, testing agenda, travel dates, etc. e. VFD manufacturer shall provide to the Engineer a complete list of all tests to be performed on the VFD as a formal submittal to the Engineer prior to the VFD being tested. f. The Contractor shall notify the Owner a minimum of 60 days in advance of the dates when equipment is scheduled for inspections and tests so that the Owner can schedule accordingly. 1) A detailed testing package shall be submitted during the submittal review phase listing dates and times of each component of the test with copies of all relevant standards used during the testing. A Manufacturer's technical representative shall be present throughout the testing period to aid the Engineer in performing and verifying all calculations. The technical representative shall be fully versed in the testing methods and calculations and shall be capable of certifying test results. 2. The VFD manufacturer shall provide the following quality assurance steps within his factory: a. Incoming inspection of all components. b. In -process inspection of assemblies. c. 100% test and inspection of power devices. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-3 Addendum NO.1 Page 688 of 1298 3. The VFD printed circuit boards shall be tested using the manufacturer's standard testing procedure. The VFD manufacturer shall provide certification that the tests have been completed. 4. Factory tests shall include a test of all equipment functions, per manufacturer's standard testing procedures. The purpose of the test shall be to verify the functionality, performance and stability of each VFD. The test shall include, but not be limited to, a complete operational test demonstrating all controls, trips, inputs, outputs, etc., shown on the attached pump control schematic. A clearly labeled test box with dedicated switches, lights, etc. for each I/O shall be provided and used to demonstrate all controls, trips, inputs, outputs, etc. The manufacturer shall provide a report of certification that the tests have been completed prior to shipment to the Engineer for approval. 5. Factory tests to include measuring the noise level of each VFD provided. 6. After all tests have been performed, each adjustable frequency controller shall undergo a 12-hour burn -in test. The controllers shall be burned in at 100 percent motor load connected to a dynamometer for 12 hours without an unscheduled shutdown. As an alternate an inductive load or similar can be applied, as long as the load applied to the drive during testing is equivalent to a 100 percent motor load at rated voltage and current. During this test, the efficiency of the VFDs shall be measured by simultaneously measuring the total KW input to the VFDs and the KW output of the VFD. Simultaneous KW measurements shall be made with two BMI 3030A, Yokogawa Model 2042 wattmeter or equal instruments with required accessories to confirm compliance with specified efficiencies. 7. The variable frequency drive manufacturer shall provide the actual test data, observations and certification that the tests have been completed prior to shipment to the Engineer for approval. 8. Efficiency test for 100% and 80% load (100% and 80% of the motor horsepower) at 100% speed shall be performed on all units with a dynamometer or reactor banks. 9. Each drive shall be operated full loaded for the VFD testing simulating the actual field operating conditions and the operating data — amps, true power factor, efficiency, etc. for the drive shall be recorded and officially submitted to the Owner/Engineer. H. FIELD QUALITY CONTROL 1. The manufacturer shall furnish an equipment test report after installation, start-up and testing. 1.03 STANDARDS The applicable provisions of the following standards shall apply as if written here in their entity. A. Local Laws and Ordinances. B. State and Federal Laws. C. National Electrical Code (NEC). D. Underwriters' Laboratories (U.L.) E. American National Standards Institute (ANSI). F. National Electrical Manufacturers Association (NEMA). Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-4 Addendum NO.1 Page 689 of 1298 G. Institute of Electrical and Electronics Engineers (IEEE). 1.04 SUBMITTALS A. Submittals shall be in accordance with this section, the General Requirements, Section 01 33 00, "Document Management" and shall include the following minimum information: 1. BID SUBMITTAL: In order to evaluate the bids, submit the following information. a. General: Furnish a complete description of all equipment offered under these specifications, including catalogs, cuts, and pertinent engineering data. Where the Bidder's product differs from the specified requirements and/or catalog description, each point of difference shall be clearly stated. This requirement is set forth to facilitate the review of bids and not to be construed by the Bidder as waiving any of the requirements of the specifications. b. Data Sheets: Submit Data Sheets containing the following information: 1) Fill out and submit data sheet included in the Attachment at the end of this specification section. 2) Complete description of all equipment, including catalogs, cuts and pertinent engineering data. 3) Manufacturer of equipment. 4) Manufacturer's type. 5) Outline dimensions of line-up location of medium voltage cable connections. Dimensions shall be provided with a guarantee by the supplier. Changes shall be approved by the Engineer. The Owner reserves the right to deduct compensation from the supplier for any redesign cost or for changes in construction cost which are caused by changes to outline dimensions after the bid submittal. 6) Weight of line-up. 7) Parts list. c. True and displacement power factor and efficiency data. d. AFD Testing Information: Provide information on the AFD testing facility, location, and test method. Provide a testing schedule and plan. e. Provide references for Owner's who have the same model and size AFD in operation.. 2. Pre -and Post -Submittal Meeting a. Supplier shall include in his bid the cost of attending a one -day pre -submittal meeting and a one -day post -submittal meeting at the office of Freese and Nichols, Inc. in Fort Worth, TX or the College Station office in College Station City, TX. A pre - submittal meeting shall be held before any shop drawings are submitted. A post - submittal meeting shall be held after the Engineer's shop drawing review comments have been submitted. Vendor shall determine the exact number of people attending the meeting per the specification requirements and cover each person's cost. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-5 Addendum NO.1 Page 690 of 1298 b. Any shop drawings submitted before the pre -submittal meeting will be rejected and sent back Not Approved, Revise and Re -submit. A draft submittal of the pump and motor shop drawing must be informally submitted to the Engineer for review a minimum of two weeks prior to the pre -submittal meeting. c. The VFD Supplier may also bring with them a detailed list of any additional items the actual submittal will include for review by the Engineer. d. Upon completion of the shop drawing review by the Engineer, a second meeting with the same parties shall be held to discuss review comments in order to resolve issues and allow equipment to be released for manufacturing. This second meeting may only be waived at the Engineer's discretion e. As a minimum the following shall attend the meeting: 1) General Contractor, 2) Electrical Contractor, 3) VFD Supplier and Engineer. Representatives from the VFD Supplier shall include: a) The Project Manager who will be responsible for putting together the submittal and who will be responsible for the project at the factory, no exceptions. b) The Project Engineer at the factory who has technical knowledge of the equipment, no exceptions. c) A sales -person may attend, but not as a substitute for the Project Manager and/or Project Engineer. 3. SHOP DRAWINGS a. Any deviations from the specifications should be clearly identified on a separate sheet of paper in the shop drawing submittal. b. Size, type, and rating of all system components c. Internal component layout diagrams. d. Fill out and submit data sheet included in the Attachment at the end of this specification section. e. Drawings shall show: 1) Equipment dimensions, 2) Stub -up locations and conduit entry and exit locations. Conduit entry and exit points clearly showing dimensions of entry and exit points. Provide a detailed top and bottom view showing how conduits penetrate the top and the bottom of the VFD. Coordinate with the Electrical Contractor on this prior to submitting information to the Engineer. 3) Section view showing vertical distance to top and bottom of enclosure to for terminating incoming 5kV cables. 4) Shipping splits, 5) Shipping weights, 6) Ventilation details, Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-6 Addendum NO.1 Page 691 of 1298 7) Power equipment, 8) Cable terminal sizes, 9) Nameplate schedule. 10) Drawings shall show vertical distance between terminations to top/bottom of enclosure. 11) One -Line diagram and Three -Line diagram to be submitted with initial submittal, No Exceptions. 12) Provide a drawing of the front view elevation with designation of equipment and devices on doors, and clearly indicating the maximum mounting height of devices on doors. 18) Project specific control schematics and wiring diagrams. Labels on the control schematic for control relays, level switches, indication lights, etc. shall correspond to equipment tags/labels indicated on the Pump Control Schematic included in the plans. Include a label above each timing relays indicating the range and setpoint for that timing relay. 14) The pump control schematic shall clearly indicate next to the corresponding device symbol the following: the disconnect/circuit breaker size, number of cables that can be terminated on the incoming and outgoing, fuse sizes, size of CPT, CTs, etc. The schematic shall include the motor nameplate information (HP, FLA, RPM) and shall also include the valve limit switch position table. 15) Project specific wiring diagram of the motor protection relay 16) Provide a drawing showing the Terminal strip layout showing customer field connections. The terminal strip layout shall also include a label next to each connection indicating signal description. f. Complete bills of materials with model numbers listed for individual components. g• Catalog cut sheets of major components, power equipment clearly identifying make and model number of device being provided. h. Data sheets of miscellaneous electrical equipment. Where a data sheet is not available provide the equipment ratings and model number for the devices. i. Data sheet of Motor Protection Relay (MPR) or RTD module clearly indicating what options are included j. Spare Parts List k. Warranty information I. Letter of Compatibility: The VFD supplier in conjunction with the pump/motor supplier shall issue a letter of compatibility stating that the VFD and motor are compatible. m. Submit updated data sheet included in the Attachment at the end of this specification section. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-7 Addendum NO.1 Page 692 of 1298 n. Data on the characteristics and performance of the variable frequency drives, including amperage ratings, horsepower rating, frame sizes, trip settings, short- circuit current rating, etc. Data shall include certification that the variable frequency drives are warranted for use with the motors specified in 43 24 13.01, "Vertical Centrifugal Pumping Units — Line Shaft Type" and as specified herein. o. Heat dissipation for the VFD and phase shifting/isolation transformers, and transformer inrush data (duration versus magnitude). Transformer impedance and X/R data. Provide complete information for the phase shifting /isolation transformer including cut sheets for all transformer accessories. Submit the transformer elevations and side views, floor plan, dimensions, weight, packaging for shipment, field wiring diagrams for power and control circuits, transformer nameplate information, and itemized bill of materials for accessories. p. Project specific magnetizing current for the transformer (for Siemens VFD only). q. List of default VFD microprocessor motor protective features and their settings. r. Harmonic distortion analysis: The manufacturer of the drive equipment shall perform a bus voltage and/or current distortion calculation for each bus that supplies a drive. The harmonic study shall be performed to determine the harmonic content expected on the Purchaser's supply bus due to the addition of the adjustable frequency drive. The total harmonic distortion shall not exceed THD values as recommended by IEEE - 519, 1992 under normal worst case operating conditions. Harmonic analysis shall be provided prior to or with the VFD shop drawings for approval. SUBMITTALS FOR THE VFD SUBMITTED PRIOR TO OR WITHOUT THE HARMONIC ANALYSIS SHALL BE CONSIDERED INCOMPLETE AND NOT REVIEWED. THE INITIAL SUBMITTAL SHALL INCLUDE ALL INFORMATION LISTED ABOVE WITH THE EXCEPTION OF TEST RESULTS. The Harmonic Distortion Analysis study shall contain, as a minimum, the following: 1) Project specific information. Using typical pump motor and/or utility information will not be accepted. 2) Preliminary harmonic levels without VFDs installed. 3) Preliminary harmonic levels with the VFDs operating as indicated in section 1.07. 4) Explanation of method used to perform the study. 5) Explanation of study results. 6) All calculations and/or computer printouts used to arrive at the recommendations. 7) Voltage and Current harmonic content up to the fiftieth harmonic, for the conditions specified above in table format. s. Written description of field test procedures. Test procedures shall be submitted to the Owner/Engineer for approval 60 days prior to testing. t. Note: All documentation listed above shall be supplied with the VFD's initial submittal. Incomplete submittals will be returned "NOT APPROVED, REVISE AND RESUBMIT". u. Clearly indicate any deviations from the factory standard VFD requirements. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-8 Addendum NO.1 Page 693 of 1298 4. Prior to Shipment: The manufacturer shall provide detailed addresses (memory map) for the software I/O points that are communicated over Ethernet, RS485, etc. that are applicable to this project —this would include but not be limited to the data highways associated with the motor protection relay and VFD. Coordinate with OWNER/ENGINEER for the list of I/O that will be transmitted over the data highways, the manufacturer shall verify with the Owner if any changes have been made to the lists prior to submitting the memory map. 5. FACTORY TEST DATA a. Test data shall be submitted for Engineers approval prior to shipment of VFD. 6. FIELD TEST DATA a. Test data shall be submitted for Engineers approval prior to start up. b. The Contractor shall submit a detailed testing agenda a minimum of three (3) weeks in advance prior to testing start date. c. Field test data shall include summary of all tests performed in the field specifically identified in this specification and other factory standard tests. 7. Harmonics, Efficiency and Power Factor Field Test Report a. The report shall be submitted within two (2) weeks after the test was conducted. b. Harmonic Current at the input to each VFD and at the point of common coupling as described in section 3.04.C. c. The Report shall use the equipment descriptions indicated in the contract documents. d. The Report shall include: 1) A cover page with the: Project Owner, Project Name, who did the test, test date, who did the report and the report date/version. 2) A Table of Contents listing major sections and any applicable attachments 3) Executive Summary with an explanation of the study results 4) Information on the project site: a) Site Name and Location b) Max Number of VFD that can run at once c) Minimum and maximum speed that VFDs allowed to operate at d) The Point of common coupling that was used e) A one -line diagram f) Utility information 5) A description/list of the test that were performed 6) A description/list of testing equipment used 7) Number of VFDs at the site, size and make/model 8) Number and size of pump motors Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-9 Addendum NO.1 Page 694 of 1298 9) A summary of the Engineer's specified test value and the IEEE requirements testing against. 10) Detailed information of the test results/findings a) Description of test parameters: Indication of the run status of each VFD and the VFD speed. b) Test Results c) Graph of test results at each harmonic as specified d) Table of test results at each harmonic as specified. 8. NETA Acceptance Testing Specification (ATS) field tests and inspections tests report. 9. Supplier shall submit a training outline for Owner's/Engineer's review and comment a minimum of 4 weeks before training is to take place. 10. OPERATION AND MAINTENANCE MANUALS a. Operation and maintenance manuals shall be prepared by the equipment manufacturer and shall contain the final certified approved shop drawings, submittals, schematics, final wiring diagrams with any changes made during start- up, equipment installation report and maintenance procedures and test data. b. Manuals may be manufacturer's standard instructions, but shall be supplemented as necessary to cover any special feature not included in standard material. c. Operation and maintenance manuals shall include warranty information as well as a warranty information page that shall include information on the warranty start and end date as well as contact information for service. d. Operation and maintenance manuals shall also include one (1) software copy of all PLC program files burned on a CD, if any PLC programming was required for the VFDs. Provide a hard copy of all PLC programming logic in O&M Manuals. e. Submit preliminary manuals for review prior to start-up of equipment. f. O&M Manuals shall be submitted in both hard copy and electronic format. Electronic format shall be fully indexed. 1.05 DELIVERY, STORAGE AND HANDLING A. The manufacturer shall be responsible for delivery of the equipment and accessories, f.o.b. to the job site or to such storage site as may be designated by the Contractor in good condition and undamaged. B. Unloading and storage of the equipment shall be the responsibility of the Contractor who shall inspect the equipment for apparent damage. Equipment which is found to be damaged will not be accepted until properly repaired or replaced by the manufacturer. C. Handling and shipment of the equipment shall be in such a manner to prevent internal component damage, breakage, and denting and scoring of the enclosure finish. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-10 Addendum NO.1 Page 695 of 1298 D. Equipment must be delivered and stored in accordance with the manufacturer's recommendation at all times. Equipment shall be stored indoors in a clean, dry, climate controlled heated and air-conditioned environment that is free from dust, No Exceptions. Protect equipment from exposure to dirt, fumes, water, corrosive substances and physical damage. E. 100 watt incandescent lamps shall be placed in the VFD enclosure sections as required and energize to prevent the buildup of condensation during extended storage periods. 1.06 WARRANTY A. Manufacturer shall warrant the equipment furnished under this specification for a period of two (2) years against defects in materials and workmanship and operational failure. B. In the event of failure of any part or parts of the equipment during the first 2 years of service, provided that the equipment has been operated and maintained in accordance with good practice, the Manufacturer shall furnish, deliver and install the defective part or parts at his own expense. C. The first 2 years of service shall be interpreted as the 24-month period following the installation, adjusting and acceptance testing, and the start of actual operation of the equipment, or 30 months after delivery, whichever occurs first. 1.07 HARMONICS ANALYSIS A. Provide an electrical system harmonics analysis for the electrical distribution system including the electric utility. The goal of the study shall be to determine requirements for the adjustable frequency drives and isolation/phase shifting transformers, if required, to comply with the harmonic distortion levels. B. A preliminary harmonic analysis shall be provided to the Engineer for approval prior to or at the same time as the VFD shop drawings being sent for approval. This analysis may use the utility data included at the end of this specification but the VFD manufacturer is responsible for coordinating with the Utility to verify the information. C. The harmonics analysis shall verify compliance with the harmonics and line notching requirements specified herein. Contractor shall be responsible for obtaining the maximum utility system short circuit kVA and system impedance from the local Utility. 1. The location of the point of common coupling shall be defined as: a. The main bus of 4,160 Volt Metal Clad Switchgear. 2. The study shall evaluate all VFDs operating at the lowest operating speed of 50%, all VFDs operating at the full speed conditions, and ten percent speed increments between these points. For each set of VFDs as shown on the one -line diagram, the study shall contain, as a minimum, the following: a. Analysis shall consist of: 1) One(1) VFD operating at a time. 3. Preliminary harmonic levels without VFDs installed. 4. Preliminary harmonic levels with the VFDs operating. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-11 Addendum NO.1 Page 696 of 1298 5. Explanation of method used to perform the study. 6. Explanation of study results. 7. All calculations and/or computer printouts used to arrive at the recommendations. 8. Voltage and Current harmonic content up to the fiftieth harmonic, for the conditions specified above in table format. D. The harmonic distortion for voltage and current distortion levels and line notching shall meet the requirements of IEEE 519, latest version without the need for any ancillary filtering equipment. E. The Manufacturer/Contractor shall be responsible to obtain all data necessary to perform the study. This includes feeder cable sizes, approximate feeder length, motor data, switchgear data, electric utility data, and any other information relevant to the study. The analysis shall use actual system impedance, Utility transformer impedance, and available fault current from the Utility. F. If harmonic filters are required to meet the requirements of the IEEE 519, the VFD manufacturer must provide the filters, and is responsible for the design and manufacturer of the filters at no cost to the Owner. G. The report shall be provided prior to or with the adjustable frequency drive shop drawings for approval. Submittals for the adjustable frequency drives submitted prior to or without the study will be considered incomplete and not reviewed. H. Compliance shall be verified with onsite field measurements of both the voltage and current harmonic distortion at the defined point of common coupling with and without the VFDs operating. I. VFD manufacturer shall coordinate with the local Utility for electrical data required for the harmonic analysis. 2.00 PRODUCTS 2.01 GENERAL A. Any modifications to a standard product required to meet this specification shall be performed by the VFD manufacturer only. B. Drive shall be air cooled. Liquid cooled systems shall not be acceptable. The VFDs shall consist of an incoming load -break fused disconnect switch, input rectifier grade drive isolation transformer (if required), input converter/DC bus/output inverter and control logic section. All components shall be integral to the VFD lineup, factory wired and tested as a complete system. C. VFD system shall maintain a 0.95 minimum true power factor (fundamental and displacement) from 30% to 100% speed. D. Control and timing relays shown on control schematic shall be hardwired NEMA type. PLC/computer programming shall not be used for timers and relays. 2.02 SEQUENCE OF OPERATIONS A. Refer to 1/E-14 for the Pump Control Schematic. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-12 Addendum NO.1 Page 697 of 1298 B. The control schematic is based on a motor operated butterfly valve. C. In the Local mode of operation, the sequence of operations is initiated at the VFD. In Remote mode the sequence of operations is initiated via the SCADA system. D. Note: Control and timing relays shown on control schematic shall be hardwired NEMA type. PLC/computer programming shall not be used for timers and relays. 2.03 SIEMENS, YASKAWA & TOSHIBA VFD'S A. Siemens and Toshiba VFD's shall be 18-pulse drives. The VFD shall utilize Pulse Width Modulation (PWM) voltage source technology consisting of a three-phase diode rectifier input inverter, capacitor DC bus and a single-phase bridge of IGBT's (Insulated Gate Bipolar Transistor's) output inverter, generating the PWM voltage output waveform to the motor. The VFD output inverter section shall be eighteen or more pulse to eliminate the need for harmonic filters. The input inverter shall be preceded with a phase shifting transformer (extended delta autotransformer type) for harmonic mitigation and common mode voltage protection. B. The VFD line-up shall consist of an input power compartment main lug connections, transformer compartment and power cell compartment. C. Provide in the initial shop drawing submittal the project specific magnetizing current for the transformer. 1. Transformer magnetizing current shall not cause excessive voltage disturbances on the electric utility system. Line reactors shall be provided to mitigate this as required. The input isolation transformer shall provide common mode voltage protection and phase shifting. Transformer shall be dry type and shall be factory mounted and pre -wired to the VFD. The transformer shall conform to the following specification, as well as prevailing codes and standards, including IEEE-519.The transformer shall have copper windings with minimum 220 degrees C insulation and maximum 115 degrees C rise. Transformer shall be OA rated and applied in a FA installation. Two full capacity 5 percent primary taps, 1 above, 1 below rated voltage shall be provided. Impedance shall be selected by the drive system designer. Each transformer shall be equipped with 120 volt single phase space heater(s) for moisture control. Provide distribution class MOV surge arrestors and current limiting fuses for transformer and VFD protection. D. A digital output from the VFD shall be provided to trip the contactor in the upstream 4,160V Metal Enclosed Switchgear in case of a VFD fault. 2.04 VARIABLE FREQUENCY DRIVES A. RATINGS 1. Guaranteed minimum VFD efficiency shall be 96.5% at 100% speed and 100% load and minimum 96% at 80% speed. Losses shall include drive isolation transformer or line reactor (if required), converter/DC bus/Inverter, and output harmonic filter. Auxiliary control, such as internal VFD control boards, cooling fans shall be included in all loss calculations. 2. Rated Input Power: Non -phase sequence sensitive, 4160 Volts, +10%/-5%, 3-phase, 60 Hz. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-13 Addendum NO.1 Page 698 of 1298 a. Voltage Dip Ride -through: VFDs shall be capable of sustaining continued operation with a 30% dip in nominal line voltage. Output speed may decline only if current limit rating of VFD is exceeded. b. Power Loss Ride -through: VFDs shall be capable of 5 cycle power loss ride -through without fault activation. c. All 480VAC power for cooling fans shall be fused, electrically protected, and derived internally to the VFDs. d. All 120VAC power for VFD control logic shall be provided via an internal source. 3. Output Power: a. 1250 HP (600 RPM), 4000V, 6 to 60Hz variable Note: VFD manufacturer shall verify power output required with pump and motor manufacturer. VFD manufacturer shall verify actual HP and amperage rating of motor. 4. Ambient Temperature Range: 0 to 40°C. 5. Humidity: 95% non -condensing 6. Elevation: Up to 3300 feet (1000 meters) above MSL without derating. 7. Power Unit Rating Basis: 100% rated current continuous, 110% rated current for one minute out of every ten minutes at rated temperature. 8. Fused input disconnect switch: 40kA.asym. B. PERFORMANCE 1. The VFD shall be capable of providing breakaway and accelerating torque for the pump. 2. The VFD shall provide an output waveform that will allow utilization of standard motors without need of any special insulation or derating. Motor life expectancy should not be compromised in any way by operation with the VFD system. The VFD shall provide stable operation of the motor without compromising the motor insulation system, regardless of motor cable distance. The limitations in motor cable distance shall be clearly stated in the proposal. 3. The maximum allowable noise from the VFD systems shall be 85dBA at a distance of 3 feet at any speed and load condition. VFD systems with audible noise in excess of this limit shall be provided with sufficient noise treatment to reduce the sound pressure level below 85 dBA. C. CONSTRUCTION 1. The input section shall contain main lug connections and input contactor. 2. The VFD enclosure shall be NEMA 1 with gasketed doors. Door vents shall consist of louver -panel assemblies that can be removed from the front in order to replace air filter. Cabinets and doors shall be fabricated using minimum 12-gauge steel for sturdy construction. All VFD exterior parts shall be painted with ANSI 61 or ANSI 49 gray paint. Paint procedures and materials shall be manufacturer's system designed and proven for corrosion resistance. Provide removal lifting provisions. Lifting eyes shall be provided for each shipping split, and shall be attached to the structural framework preventing deformation during lifting. Framework will be design to allow lifting by forklift and overhead crane. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-14 Addendum NO.1 Page 699 of 1298 3. VFD shall be air-cooled provided with 100% fan redundancy and automatic switchover in the event of a fan failure. Water cooled drives shall not be acceptable. If a fan fails, the system must automatically switch to the alternate fan and generate an alarm to notify operator of initial fan system failure. Drive must have ability to detect failed operation of the cooling system using temperature monitors. During normal operation, the system must periodically cycle between fans to exercise them and to ensure availability of both systems. Heat will be rejected to the room from the VFD top front. Fans shall not be allowed to run continuously. All fans shall be controlled via thermostats. The manufacturer shall provide all control devices and wiring as required for a complete and operational system. VFD's using liquid -cooled assemblies in conjunction with associated pumps, piping and separate remote mounted heat exchangers are not acceptable. 4. VFD's shall be top/bottom entry, top/bottom exit. Incoming lugs shall be able to accommodate stress cone termination for 5000V single and multi -conductor shielded cable, size as indicated below. Cable requirements with phase and ground conductors Incoming Section Outgoing Section [1-3/C #2/0 (5kV), #4G. (600V),4"C] [3 #2/0 (5kV), #4G. (600V), 4"C] 5. Low voltage wiring for external field devices shall be top exit/top entry and shall be terminated on a single master set of terminal blocks located on the side or bottom of the control compartment. A minimum of twenty-five (25%) spare terminal blocks shall be provided. The VFD Manufacturer shall coordinate with the Installation Contractor on the size and number of conduits entering/exiting the top of the VFD and provide openings in the VFD as required. As part of the VFD submittal, the VFD manufacturer shall provide written documentation that this has been done and the number of conduits and sizes entering/exiting the top of the VFD shall be shown on the VFD drawings. 6. Main power bus shall be continuous tin-plated copper bus, 100% rated over its entirety and integral to the line-up. Telescoping of the bus rating or running in a top hat shall not be acceptable. Medium voltage bus shall extend the entire length of the integrated line up. Cable bus between sections shall not be acceptable. Bus shall be appropriately sized for the VFD continuous rating and braced to withstand the mechanical forces caused by a momentary short circuit current of 50kA expected at the bus. VFDs are allowed to have power devices (cells) connected with copper cable within the power device (cell) cabinet. 7. Ground bus shall be continuous (1/4-in by 1-in minimum) tin plated copper along entire length of the integrated line up. Ground bus shall be located in the bottom of each vertical section. 8. All connections shall be bolted or continuously welded. Bolted bus joints shall have a minimum of four bolts in a two by two pattern. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-15 Addendum NO.1 Page 700 of 1298 D. BASIC FEATURES 1. The VFDs shall be capable of producing an adjustable AC voltage/frequency output to provide continuous operation over the normal system 30-100% speed range. The VFDs must be capable of sustained operation at 1/10 speed to facilitate checkout and maintenance of the driven equipment. 2. The door of each unit shall include the door mounted components (as shown on the VFD control schematic) arranged in a logical manner, subject to the Owner/Engineer's approval. Operator interface and control logic shall be 120VAC. All control and signal wires shall be shielded and fully protected against EMI/RFI interference. Door mounted components (keypad, lights, pushbuttons, switches, displays, motor protection relay, etc.) shall not be mounted any higher than 5'-6" AFF, which shall include the height of the 4" housekeeping pad. Front VFD panel layout showing exact mounting heights shall be submitted to the Engineer for approval. 3. A door -mounted membrane keypad with integral 2-line, 24 character LCD display shall be furnished, capable of controlling the VFDs and setting drive parameters. The keypad shall include the following features: a. The digital display must present all diagnostic message and parameter values in English engineering units when accessed, without the use of codes. b. The keypad module shall contain a "self -test" software program which can be activated to verify proper keypad operations. c. The digital keypad shall allow the operator to enter exact numerical settings in English engineering units. A plain English user menu shall be provided in software as a guide to parameter setting (rather than codes). Driver parameters shall be factory set in EEPROM and resettable in the field through the keypad. Six (6) levels of password security shall be available to protect drive parameters from unauthorized personnel. The EEPROM stored drive variables must be able to be transferred to new boards to reprogram spare boards. d. The following door mounted digital indications shall be supplied: 1) Speed demand in percent 2) Input current in amperes 3) Output current in amperes 4) Output Frequency in hertz 5) Input voltage 6) Output voltage 7) Total 3-phase KW 8) Kilowatt hour meter 9) Elapsed time running meter (electro mechanical) 10) Output speed in percent. e. The following door mounted pushbuttons, control switches and indicating lights shall be supplied: 1) Elapsed time running meter (electro mechanical) Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-16 Addendum NO.1 Page 701 of 1298 2) Emergency Stop pushbutton (push/pull type) 3) Hand-Off-SCADA selector switch 4) Start Pushbutton 5) Stop Pushbutton 6) Reset pushbutton (check valve failure) 7) Amber push -to -test indicating light (check valve failure) 8) Amber push -to -test indicating light (no flow) 9) Red push -to -test indicating light (vfd run) 10) Green push -to -test indicating light (vfd stop) 11) Green push -to -test indicating light (check valve closed) 12) Red push -to -test indicating light (check valve open) 13) White indicating light (power on) 14) Amber push -to -test indicating light (vibration warning alarm) 15) Amber push -to -test indicating light (vibration shutdown alarm) 16) Reset pushbutton (pressure failure reset) 17) Amber push -to -test indicating light (pressure failure) 18) Amber push -to -test indicating light (Pre- lubricate) 19) Amber push -to -test indicating light (High RTD temp alarm) 20) Amber push -to -test indicating light (RTD trip alarm) f. VFDs shall be capable of direct communication to an IBM or compatible computer for serial link setup of parameters, fault diagnostics, trending and diagnostic log downloading. A USB port shall be door -mounted for computer interface. VFD drawings shall indicate physical location of USB port. E. ENCLOSURE 1. All VFD components including main lug connections, input contactor and transformer (if required) shall be mounted and wired by the VFD manufacturer in a grounded enclosure meeting the following requirements without exception: a. Power conversion and auxiliary equipment enclosure sections shall be NEMA-1 design. b. All relays and pushbuttons shall be NEMA rated. IEC or dual rated IEC/NEMA rated equipment is not acceptable. c. All power conductors (bus or cable) shall be insulated and of copper construction. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-17 Addendum NO.1 Page 702 of 1298 d. The maximum dimensions for the VFD lineup shall not exceed the following, No Exceptions: Maximum Dimensions of VFD lineup (no exceptions) 118"W x 48"D x 114"H 2. INSTRUMENT CURRENT TRANSFORMERS: Each instrument current transformer shall be indoor wound type, meter class. Insulation shall be equal to that necessary to meet the requirements of the IEEE standards. At normal rated amperes, under usual service conditions, no part of the transformer shall exceed the heating limits specified in the IEEE standards. Each current transformer shall be capable of carrying continuously, its rated primary amperes, under conditions of accidental open secondary circuit, without damage to the primary insulation. Accuracy shall have ANSI accuracy classification C200. 3. CONTROL RELAYS: Industrial type; contacts rated for 10 amps at 600 VAC; Allen-Bradley Bulletin 700 Type PK, Square D Class 8501 Type X, or approved equal. Relays shall have the capability of having contact decks added in the field. Contacts shall be field convertible to normally open or normally closed. Coils and contacts shall each be replaceable without replacing any other part of the relay. Where control relays are indicated on the Plans, industrial control relays shall be furnished whether the relay coil is operated with 120 VAC or 24 VDC. General purpose "plug-in" type relays are not be acceptable. 4. TIMING RELAYS: Solid state. Ranges shall be as shown on the Plans. The timing relays shall have both normally open and normally closed contacts by having two sets of form C contacts. Timing relays where shown on the Plans shall be Square D, Class 9050 Type JCK60, time delay relay, Allen-Bradley 700-FS or approved equal model for operation on the control voltage of the equipment it is used in. Timing relay shall be provided with restraining strap. Terminal shall be front -mounted and readily accessible. 5. INDICATING LIGHTS, SWITCHES AND PUSHBUTTONS: Heavy duty and oil tight (30 mm); Square D Class 9001 or approved equal. Pilot lights shall be push to test (LED type) and shall be Square D SK or approved equal. 6. ELAPSED TIME METER: The meter shall be of a non -reset type, for totalizing of hours and shall operate on 120 VAC, 60 Hertz. Starter shall be provided with an elapsed time meter; Yokogawa Model 240, 3 1/2" New Big Look type elapsed time meter, or approval equal. Digital time meters are not acceptable. 7. Microprocessor and control logic boards and their power supplies shall be housed in a sealed, non -ventilated NEMA-1 section, safely accessible without exposure to high voltages and without drive shutdown. 8. All wiring shall be located internally within the VFD enclosure. External ductwork or wireways shall not be utilized. 9. All low and medium voltage wiring shall be copper. Aluminum is not acceptable. 10. Low voltage wiring shall be 600V rated. 11. Terminal blocks shall be NEMA type, rated 600V. Terminal blocks shall be permanently labeled and not be handwritten with a sharpie or some other writing instrument. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-18 Addendum NO.1 Page 703 of 1298 12. All wiring shall be identified with wiring markers with alphanumeric characters. The identification of each wire shall be the same as that shown on the electrical schematic. Each wire shall be so identified at each end. Each end of every wire shall be provided with a heat shrinkable or equivalent sleeve -type wire marker labeled in accordance with the electrical schematic. Use of adhesive and clip -on type markers is prohibited. 13. Redundant cooling fans, each sized for 100% capacity cooling, with automatic switchover in the event of a blower failure, shall be furnished. Cooling fans shall be alternating and shall have an adjustable timer. Cooling fans shall not be allowed to run continuously. Cooling fans shall operate via a thermostat integrated in the VFD enclosure. The VFD manufacturer shall provide the thermostat, control devices and all wiring as required for a complete and operational system. 14. Air filters for VFD enclosure shall be able to be changed out during operation without opening the enclosure. 15. Maximum door swing clearance shall not exceed 36". 16. After fabrication, metal structures shall be thoroughly cleaned, bonderized as a unit and then given a primary coat, a coat of rust preventative and a finishing coat of quick -drying lacquer. Unless otherwise specified, the color of the panels and the exteriors of structures shall be gray ANSI-61. Instruments, relays, and meters shall have dull black standard finish. 17. VFD manufacturer shall verify with motor manufacturer that the contact from the VFD for energizing the motor space heater is properly sized to handle the space heater load. F. NAMEPLATES 1. Externally visible, permanent nameplates shall be provided to identify each instrument, switch, indicating light, etc. Equipment and terminal blocks shall be suitably identified. This shall include items on the back side of doors and panel mounted items. Nameplates shall be black with white lettering and attached with stainless steel screws. 2. Equipment nameplates and designations shall be 2 in. by 5 in. minimum, not less than 1/16 in. thick, engraved laminated plastic fastened with stainless steel screws. Nameplates shall be 1 in. white lettering on black background and shall indicate equipment designations as shown on the drawings. 3. Provide legend plates or 1 in. by 3 in. engraved nameplates with % in. lettering for identification of all pilot devices and meters. Legend nameplates shall be secured with stainless steel screws. 4. Provide permanent warning signs as follows: a. "DANGER — HIGH VOLTAGE — KEEP OUT" on all enclosure doors. b. "WARNING — HAZARD OF ELECTRIC SHOCK — DISCONNECT POWER BEFORE OPENING OR WORKING ON THIS UNIT" G. PROTECTIVE FEATURES AND CIRCUITS 1. The VFD controller shall be used for motor protection and metering. The VFD controller shall include the following alarms and protective features: a. Static instantaneous overcurrent and overvoltage trip. b. Undervoltage and power loss protection. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-19 Addendum NO.1 Page 704 of 1298 c. Power unit overtemperature alarm and protection. Upon sensing an overtemperature condition VFD is to annunciate an alarm and automatically reduce output speed in order to shed load maintaining process operation. If overtemperature continues beyond specified period, unit to trip on overtemperature. d. Electronic motor inverse time overload protection. e. Provide a RTD Monitor: 1) RTD monitor shall accept 100-ohm platinum motor bearing and stator winding RTDs. There will be a total of six stator winding RTDs (two per phase), and two motor bearing RTDs. The RTD monitor shall include form C contacts to indicate RTD alarm and RTD shutdown. 2) Analog Outputs: If temperature monitoring is required by the Station PLC/RTU, the system shall provide two (2) 4-20 mA analog outputs representing Bearing Temperature (one per bearing), six (6) 4-20 mA analog outputs representing Stator Winding. f. The VFD shall be protected from damage due to the following, without requiring an output contactor: 1) Single-phase fault or three-phase short circuit on VFD output terminals. 2) Failure to communicate inverter thermistor due to severe overload or other conditions. 3) Loss of input power due to opening of VFD input disconnect device or utility power failure during VFD operation. 4) Loss of one (1) phase of input power. 5) Motor regeneration due to backspin or loss of VFD input power. The VFDs shall be able to withstand the following fault conditions without damage to the power circuit components. 1) Failure to connect a motor to the VFD output. 2) VFD output open circuit that may occur during operation. h. The VFD shall have auto frequency roll -back capability during overload or overtemperature and conditions to minimize nuisance tripping. i. In addition to the standard protective features of the drive, provide three current transformers and one zero sequence current transformer and one ground fault current transformer for ground fault protection wired to the Multilin motor protection relay. Control functions such as speed setpoint, start, stop, alarm, and status functions shall be transmitted as discrete I/O to the station PLC (provided by others). The VFD shall be capable of communicating setup parameters for 4 diagnostics, trending information, and diagnostic log down loading over an Ethernet TCP/IP data highway to the station PLC. k. All I/O, discrete and analog signals shall be wired to terminal blocks for customer's use. g• 1• Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 26 29 23.01 - 20 Addendum NO.1 Page 705 of 1298 H. PARAMETER SETTINGS 1. The following system configuring settings shall be provided, without exception, field adjustable through the keypad/display unit or via the serial communication port only. Except for Motor Nameplate Data, all parameters must be adjustable while the processor is online and the drive is running. a. Motor Nameplate Data 1) Motor frequency 2) Number of poles 3) Full load speed 4) Motor volts 5) Motor full load amps 6) Motor KW 7) Current limit, max. b. VFD Limits 1) Manual accel rate 2) Manual decel rate 3) Auto accel rate 4) Auto decel rate 5) Motor flux buildup delay: time/amount 6) I boost 7) Overload trip curve select (Inverse or Constant) 8) Min/Max speed (frequency) 9) Auto reset for load or voltage trip select 10) Slip compensation 11) Catch -A -Spinning -Load select 12) Overload trip time set c. VFD Parameters 1) Voltage loop gain d. Controller Adjustments 1) PID control enable/disable 2) Setpoint select 3) Proportional band select 4) Reset time select 5) Rate time select Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-21 Addendum NO.1 Page 706 of 1298 6) Input signal scaling 7) Input signal select (4-20 mA/0-5 Volts) 8) Auto start functions: On/Off, Delay On/Off, Level Select On/Off 9) Speed Profile: Entry, Exit, Point Select 10) Min, Max Speed Select 11) Inverse Profile Select 12) Critical speed avoidance select 2. All drive setting adjustments and operation parameters shall be stored in a parameter log which lists allowable maximum and minimum points as well as the present set values. I. DIAGNOSTIC FEATURES AND FAULT HANDLING 1. The VFDs shall include a comprehensive microprocessor based digital diagnostic system which monitors its own control functions and displays faults and operating conditions. Microprocessor systems must be products of the same manufacturer as the VFD (to assure single source responsibility, availability of service and access to spare parts). 2. A "FAULT LOG" shall record, store, display and print upon demand, the following for the 50 most recent events: a. VFD mode (HAND-OFF-SCADA) b. Date and time of day c. Type of fault d. Reset mode (Auto/Manual) 3. A "HISTORIC LOG" shall record, store, display and print upon demand, the following control variables at 2.7 M/Sec. intervals for the 50 intervals immediately preceding a fault trip: e. VFD mode (HAND-OFF-SCADA) f. Speed demand g. VFD output frequency h. Demand (output) Amps i. Feedback (motor) Amps j. VFD output volts k. Type of fault I. REMOTE enable J. COMMUNICATION 1. For remote monitoring, one of the following communication capabilities shall be provided: a. One integral 10/100BaseT Ethernet port supporting Modbus TCP, Ethernet IP and SNMP protocols. b. One protocol converter, interfacing the provided equipment to a 10/100BaseT Ethernet port supporting Modbus TCP, Ethernet IP and SNMP. 2. The protocol interface shall implement the following: Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 26 29 23.01 - 22 Addendum NO.1 Page 707 of 1298 a. All data shall be available and/or mirrored within the Modbus 4x or "Holding Register" memory area. b. Register 4x00001 shall exist and be readable to allow simple, predictable "comm tests". 3. The protocol converter shall meet the following criteria: a. The converter shall support 10/100Base-T Ethernet. The serial port speed (baud rate) shall support 230kbps. The protocol shall support Modbus TCP, Ethernet IP, DF1, and Modbus RTU/ASCII. Protocol shall be Web Browser configurable. b. Operating limits shall be -35-74 degrees C, with humidity range minimum of 5-90 percent. Shock capability on the serial port shall be ESD +15 kV air GAP meeting IEC 1000-4-2. Power requirements shall be 9-30VDC at 0.5A minimum. c. The converter shall have LED status for serial, signals, power, and Ethernet. d. The converter housing shall be UL 1604, Class 1 Div 2, DIN Rail mountable. The converter shall have DB-9M port connection, with screw terminals, to the input. e. Converter shall be Digi One IAP Haz or approved equal. K. EXTERNAL TRIP 1. The VFD shall be capable of externally tripping the upstream vacuum contactor serving the VFD. When the VFD's main overcurrent protection device is tripped, the VFD shall send a signal to trip the latching contactor that serves the VFD. 3.00 EXECUTION 3.01 GENERAL A. The Manufacturer's Representative has responsibilities in the installation and field testing of the equipment as described in this Section. Installation of equipment shall be performed by the Contractor who shall be required to assemble the equipment, if required, and install it in accordance with Installation, Operation and Maintenance instructions which shall be furnished by the vendor or manufacturer, and the installation drawings for this project. 1. The Contractor shall furnish all labor, tools, equipment and machinery necessary to receive, inspect, unload, store, protect, and install completely, in proper operating condition, the equipment. Contractor shall protect and store the Switchboard indoors, as recommended by the manufacturer and as described in section 1.04. 2. He shall also furnish such incidental items not supplied with the equipment, but which may or may not be described in the Plans and Specifications, for complete installation, such as wiring, conduit, ducts, anchors and other appurtenances as necessary. B. The Contractor shall schedule the service of the manufacturer to assist in the installation, adjustment, and acceptance test of the equipment. 3.02 INSTALLATION AND START-UP A. Manufacturer's representative shall be available to advise and assist the installation of the VFDs by the Contractor. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 26 29 23.01 - 23 Addendum NO.1 Page 708 of 1298 B. Furnish the services of a competent manufacturer's service representative who shall be experienced in the assembly and wiring of the VFD drive units of similar size and character. He shall direct the installation of the equipment and shall assist and advise with the electricians or other workmen who are performing the actual work of installing the VFD drive units. He also shall assist in the adjustment and testing of the equipment. C. Adjust the calibration of protective relays according to the relay coordination study (provided by others) and test the settings. Prepare a card index for the relays, the settings, the test results and marked thereon, and submit to the Owner. D. Time spent on the job by the service representative shall be adequate for performing the above functions. E. All costs (travel expenses, testing equipment, etc.) required for testing and start-up shall be the responsibility of the equipment manufacturer/Contractor. 3.03 TRAINING A. The Contractor shall provide a training session for the Owner's representatives at the jobsite or other office location chosen by the Owner. Each eight -hour training session shall be broken up into two segments each of 4-hours with a 15-minute break every two hours. Lunch break will be one hour. Training sessions shall be scheduled and coordinated with the Owner. B. Training sessions shall be conducted by VFD manufacturer personnel. C. Training shall be for four members of the Owner's staff. D. Supplier shall submit a training outline for Owner's/Engineer's review and comment a minimum of 4 weeks before training is to take place. E. Instruct the operating and maintenance personnel in principle of operating of all major devices and the care and maintenance of components included in the VFD drive units, and troubleshooting for a period of not less than two (2) eight (8) hour days. Coordinate with Owner for exact requirements. Provide three-ring binders to participants complete with copies of drawings and other course material covered. F. When requested within the equipment warranty period, provide an additional training session from that indicated above for the Owner's Representative at the jobsite or other office location chosen by the Owner. Each eight -hour training session shall be broken up into two segments each of 4-hours with a 15 minute break every two hours. Lunch break will be one hour. Training sessions shall be scheduled and coordinated with the Owner. G. All costs (travel expenses, testing equipment, etc.) required for the training shall be the responsibility of the equipment manufacturer/contractor. 3.04 FIELD QUALITY CONTROL A. Startup procedures, testing and troubleshooting of the VFDs shall be performed under the supervision of the manufacturer's representative. Energization of the drives shall not be permitted without the manufacturer's representative permission. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-24 Addendum NO.1 Page 709 of 1298 B. Testing, checkout and start-up of the VFD equipment shall be performed under the technical direction of the manufacturer's service engineer from the factory. Under no circumstances are any portions of the drive system to be energized without authorization from the manufacturer's representative. C. Harmonics, Efficiency and True Power Factor Testing: 1. Once the drive has been installed, testing shall be provided by the manufacturer to verify conformance with the specifications for the following: f. Harmonics g. Efficiency h. True Power Factor Note: Tests are to be conducted on normal utility power and stand-by generator power. The harmonics, efficiency and power factor tests shall be measured at the input to each drive and point of common coupling and data shall be taken at the different operating speeds (50%-100% speed in 10% increments). Readings with printouts shall be provided for the harmonics, efficiency and true power factor in the report to be submitted to the Engineer. 2. The type of instruments' make, model and manufacturer that are used in the field testing shall be submitted along with the report. 3. A description of the testing procedures shall be sent to the Engineer prior to testing taking place. 4. Prepare for acceptance tests as follows: i. Test insulation resistance for each enclosed controller element, bus, component, connecting supply, feeder, and control circuit. j. Test continuity of each circuit. 5. The VFD Supplier shall provide readings with printouts of the harmonic current at each harmonic as well as the total voltage distortion. The testing shall test current and voltage distortion, power factor for both the fundamental and displacement requirements for compliance with IEEE 519 and the specification. The following readings shall be provided: a. At point of common coupling (at the 4160V Switchgear main bus): 1) The following combinations shall be evaluated for each set of VFDs connected to their point of common coupling. With VFDs operating and starting at minimum pump speed and ramping up simultaneously to full pump speed with testing conducted at 10% speed increments: a) One (1) VFD running. 2) With the drive off. b. At the power connection to the drive 6. A bound report shall include graphical representation of this information in the following format for each 10% speed increment: a. Voltage harmonic content versus harmonic order through 99th harmonic. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 26 29 23.01 - 25 Addendum NO.1 Page 710 of 1298 b. Current harmonic content versus harmonic order through 99th harmonic. c. True Power factor (displacement and non -sinusoidal) versus harmonic order through 99th harmonic. 7. Report shall provide written description of field test results and show verification that field tests meet the requirements of this VFD specification. Report shall be reviewed by Engineer/Owner for approval. If these tests show that the drives are not in compliance with the Specifications, the drive manufacturer shall make all changes required to comply with the Specifications at no cost to the Owner. If required, this could mean replacing the drives that are not in compliance. 8. A copy of all tests and checks performed in the field, complete with meter readings and recordings, where applicable, shall be submitted to the Engineer and Owner as an official submittal. D. The tests shall be witnessed by the Owner and Engineer. Provide at least two (2) weeks' notice to the Owner and Engineer prior to conducting these tests. Final acceptance of the VFD installation will not be considered until the Owner and Engineer have witnessed the test described above and a formal written report has been submitted and approved by the Engineer. E. The VFD manufacturer or manufacturer representative shall submit a written Equipment Installation Report certifying the equipment is properly installed and has been operated under all operating conditions and is operating under all operating conditions and is operating satisfactorily per the requirements of the specification. F. Provide for the Engineer's review a complete list of test procedures, standards, equipment and calibration reports of the measuring and testing equipment used. G. Any deficiencies with regard to these specifications shall be corrected by the manufacturer at no expense to the Owner. Prior to any corrective action, a plan of correction shall be submitted to the Engineer for approval. H. Prepare for acceptance tests as follows: 1. Test insulation resistance for each enclosed controller element, bus, component, connecting supply, feeder, and control circuit. 2. Test continuity of each circuit. I. Manufacturer's Field Service: Engage a factory -authorized service representative to perform the following: 1. Inspect controllers, wiring, components, connections, and equipment installation. Test and adjust controllers, components, and equipment. 2. Assist in field testing of equipment (including pretesting and adjusting of solid-state controllers). 3. Report results in writing. J. Perform the following field tests and inspections and prepare test reports: 1. Perform each electrical test and visual and mechanical inspection, except optional tests, stated in NETA ATS. Certify compliance with test parameters. 2. Correct malfunctioning units on -site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 26 29 23.01 - 26 Addendum NO.1 Page 711 of 1298 3.05 SPARE PARTS A. The following spare parts of the type and size furnished shall be provided: 1. Six of each type of power and control fuse rated 600V or less. 2. Six of each type of fuse rated greater than 600V. 3. One of each type of panel lamp. 4. One of each type of printed circuit board, including diagnostic systems. 5. One spare EPROM chip for each VFD. 6. One microprocessor -based interface display and monitoring panel, and keypad. 7. One spare relay and timer of each type. 8. One of each fan or blower installed. 9. One PWM power cell or power module for each VFD. 10. And all spare parts and lubricants required for the first year preventive maintenance. 3.06 CLEAN AND ADJUST The manufacturer shall furnish sufficient touch-up paint of the same type and color used at the factory to repair damages incurred in installation. Perform touch up painting to achieve the original paint thickness, quality, and appearance. Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 262923.01-27 Addendum NO.1 Page 712 of 1298 ATTACHMENT A SUBMITTAL DATA SHEET FOR 26 29 23.01 MEDIUM VOLTAGE ADJUSTABLE FREQUENCY DRIVES Submit the following data with the Bid Proposal and with the Shop Drawing submittal: Item No. 1 2 Description Manufacturer Make and Model (series): Total Equipment Dimensions (inches): Width x Depth x Height 3 Total Weight (Ibs.): 4 VFD Efficiency @80% Load 5 VFD Efficiency @100% Toad 6 True Power Factor @25% Load 7 True Power Factor @50% Load 8 True Power Factor @75% Load g True Power Factor @100% Load 10 Heat Loss (Watts) per unit END OF SECTION For "VFD-W10", "VFD-W11", "VFD-W12" Wx Dx H Medium Voltage Variable Frequency Drives CCL24267 — City of College Station, Texas Wells 10, 11, 12 and Collection Line 26 29 23.01 - 28 Addendum NO.1 Page 713 of 1298 Revised — 03/2021 B/CS Unified Specifications SECTION 31 23 23.53 CEMENT STABILIZED SAND BACKFILL (Sentences and/or narauranhs that are double underlined indicate revisions that were made from the 2012 specification.) PART 1— GENERAL 1.1 DESCRIPTION A. At the discretion of the Engineer, Cement Stabilized Sand meeting the following specification may be allowed as trench backfill. 1.2 MEASUREMENT AND PAYMENT A. Cement -stabilized sand shall be considered a part of the backfill requirement for the unit installed and shall be considered subsidiary to the length of the unit bid. If the cement stabilized sand is indicated to be a separate construction item for bulk backfill then the cement stabilized sand shall be measured per cubic yard as indicated on the plans. 1.3 SUBMITTALS A. Mix Design PART 2 — PRODUCTS 2.1 MATERIALS A. CEMENT - Type I/II Portland Cement conforming to ASTM C150. B. SAND - Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: a.) Clay lumps, ASTM C142; less than 0.5 percent. b.) Lightweight pieces, ASTM C123; less than 5.0 percent. c.) Organic impurities, ASTM C40; color no darker than standard color. d.) Plasticity index of 4 or less when tested in accordance with ASTM D4318. 3. Water: Potable water, free of oils, acids, alkalis, organic matter, or other deleterious substances, meeting requirements of ASTM C94. C. Submittals of above items shall be provided. 1 Section 31 23 23.53 Cement Stabilized Sand Backfill Addendunf 0e1714 of 1298 Revised — 03/2021 B/CS Unified Specifications 2.2 TESTING REQUIREMENTS A. Mixing plant inspections may be performed periodically. Material samples shall be collected and tested for change in material characteristics. B. Random samples of delivered product will be taken in the field at point of delivery for each day of placement in the work area. Specimens will be prepared in accordance with ASTM D1632 and tested for compressive strength in accordance with ASTM D1633 within three (3) hours of collection of sample. C. The cement content may be tested at the discretion of the City. D. Calibration of pugpiill to be provided to city monthly. PART 3 — EXECUTION 3.1 CONSTRUCTION METHODS A. DESIGN REQUIREMENTS Design sand -cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days when compacted to 95% in accordance to ASTM D558 and when cured in accordance with ASTM D1632, and tested in accordance with ASTM D1633. Mix for general use shall contain a minimum of 1-Y2 sacks of cement per cubic yard. Mix for use as sanitary sewer embedment within 9 feet of waterlines shall contain 2 sacks of cement per cubic yard. Compact mix with moisture content between 0% to 2% above optimum. The maximum compressive strength in 7 days shall be 400 psi. Backfill that exceeds the maximum compressive strength shall be removed by the contractor. B. MIXING 1. Thoroughly mix sand, cement, and water in proportions specified by the Design Requirements using a pugmill-type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. 2. Stamp batch ticket at plant with time of loading directly after mixing and time delivered to site. Material not placed and compacted within 3 hours after mixing shall be rejected. Provide copy of ticket to inspector. 3. Compaction shall begin within one (1) hour after mixing. C. PLACEMENT 1. Place sand -cement mixture in 8-inch-thick lifts and compact to 95% of ASTM D558 unless other specified by the engineer. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of sand - cement mixture within 3 hours after addition of water at plant. 2. Do not place or compact sand -cement mixture in standing or free water. 3. Failed test can be overturned bv in place testing to substantiate strength. Testing shall be bv ASTM C-42 wet core method at contractor's expense. END OF SECTION 2 Section 31 23 23.53 Cement Stabilized Sand Backfill Addendumktge1715 of 1298 ATTACHMENT 1 DESIGN DATA - PUBLIC SUPPLY WELLS AND WELL PUMPING EQUIPMENT 1.01 City of College Station, Well 10 Well Construction Design: 2-Piece, Underreamed Gravel Pack Well. The 24" surface casing and 20" intermediate casing are welded together as 1-piece, as illustrated on Sheet C-49 of the plans and drawings. A. Well Requirements and Design Estimates 1. Pumping Rate and Performance a. Guaranteed Pumping Capacity: b. 3,500 gpm c. Guaranteed 1-Hour Specific Capacity for No Penalty: 33.0 gpm per foot of drawdown (gpm/ft) for 1-hour at the Guaranteed Pumping Capacity d. Minimum Acceptable 1-Hour Specific Capacity with Penalty: 30.0 gpm per foot of drawdown (gpm/ft) for 1-hour at the Guaranteed Pumping Capacity e. Guaranteed Suspended Solids Content for No Penalty: The water produced from the well during the step tests and 36-hour continuous pumping test, shall average, on a consistent basis, less than or equal to five (5) milligrams (mg) of suspended solids or sand per one (1) liter (L) of water (less than 5 mg/L) for a continuous pumping cycle of 2-hour duration at the "Guaranteed Pumping Capacity" and the well shall also meet these requirements at all lesser pumping rates during the step tests and 36-hour continuous pumping test per AWWA A100. 2. Pilot Hole and Production Well Depths and Materials a. Pilot Hole Depth (estimated): 3,100 feet b. Completed Well Depth (estimated): 2,950 feet 3. Surface Casing — Base Bid Diameter and Length a. Size: 24-inch O.D., 0.500-inch wall thickness b. Length: 1,403 feet; casing depth of 1,400 feet + 3 feet (minimum) above ground c. Weight: 125.49 Ib./ft d. Ream Diameter: minimum 30 inches for 24-inch casing and minimum 26 inches for 20-inch diameter casings e. Pressure Cementation Depth: 2,450 feet to land surface for the 24-inch and 20-inch casings f. Swage or Reducer / Transition: 24-inch x 20-inch diameters at 1,400 to 1,402 feet; length 2 feet 4. Intermediate Casing - Base Bid Diameter and Length Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 50 Addendum No. 1 Page 716 of 1298 a. Size: 20-inch O.D., 0.500-inch wall thickness b. Length: 1,048 feet (without the swage / reducer (length 2 feet); casing bottom depth at 2,450 feet c. Weight: 104.13 Ib./ft d. Pressure Cementation Depth: 2,450 feet to land surface for the 24-inch and 20-inch casings 5. Blank Liner — Base Bid Diameter and Length a. Size: 14-inch I.D., 0.500-inch thickness b. Total Length: 350 feet (including the lap section length of 200 feet) c. Weight: 72.09 Ib./ft d. Underream diameter: minimum 24 to 26 inches for 14-inch liner 6. Well Screen (Pipe Base) - Base Bid Diameter and Length a. Size: 14-inch O.D. pipe base, 0.500-inch wall thickness b. Total Length: 350 feet (total length includes 10 feet of development screen) 7. Screened Interval (preliminary estimate): 2,410 to 2,940 feet 8. Screen Type: Pipe -base, stainless steel wire -wrapped screen on blank liner pipe with round drilled holes 9. Water Level Measuring Pipe a. Size: 1.25-inch I.D., Polyvinyl Chloride (PVC) pipe, minimum Schedule 80 b. Drill round holes in bottom 40 feet of pipe c. Depth: 700 feet (strapped to pump column pipe) 10. Airline Tubing: 316 stainless steel, 0.25-inch O.D., 0.035-inch wall thickness, PVC - coated, Dekoron Type 1005. Depth setting 700 feet (strapped to pump column pipe) B. Well Pump Design and Performance Requirements 1. Pump Bowl Design Rate: Base Bid 3,300 gpm. 2. Pump Design Total Dynamic Head (TDH): 795 feet at Base Bid 3,300 gpm. Design TDH of 795 feet at Base Bid Pump Bowl Design Rate of 3,300 gpm consists of estimated: static water level (290'), drawdown (95'), estimated seasonal water level fluctuation (50'), water table decline allowance and estimated interference drawdown (150'), pump column loss (35') and above ground head and dynamic losses (175'). Alternate Pump Bowl Design 1; 3,300 gpm at 745 feet TDH. Alternate Pump Bowl Design 2; 3,000 gpm at 725 feet TDH. 3. Speed at Rating: 1,770 to 1,800 rpm 4. Minimum Pump Bowl Efficiency at Design Flow Rate: 79 percent 5. Maximum Pump Bowl Diameter (3,300 gpm): Maximum 15 to 16 inches 6. Maximum Field Horsepower Required at any Point on the Head -Capacity Curve: 1,000 Hp (for the Base Bid 3,300 gpm Pump Design Rate) Public Supply Well and Well Pumping Equipment — Attachment 1 33 21 13 - 51 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 717 of 1298 7. Pump Bowl Setting Depth: 950 feet (from discharge head to the top of pump) 8. Pump Suction Diameter: 12-inch or 14-inch I.D. 9. Pump Column Pipe Diameter: 12-inch I.D. with minimum 0.375-inch wall thickness 10. Oil Tubing Diameter: 3-1/2-inches 11. Line Shaft Diameter: 2-7/16-inches; Alternate 2-3/16-inches C. Well Test Requirements 1. 24-hour period step test rates (preliminary rates): 3-hour well pumping test rates with 3-hour recovery for each: 2,900 gpm, 3,200 gpm, 3,500 gpm, and 3,800 gpm 2. 36-hour constant test rate: 3,500 gpm Field testing of the production well and well pump and well motor equipment in accordance with paragraph 3.03 in this Section D. Well Motor per Specifications in this Section with the following requirements: 1. Electrical Service Rating: 3-phase / 4160 volts / 60 Hertz / 4 pole 2. Synchronous Speed at Rating: approx. 1,770 to 1,800 rpm 3. Rated Horsepower: Base Bid 1,000 Hp; Alternate Sizes: 800 Hp & 900 Hp 4. Motor Starter / Motor Control Center and Electrical Controls: Shall be sized for a minimum 1,000 Hp well motor (Base Bid). 5. Minimum Efficiency at Rating: 95 percent; NEMA Premium Efficiency 6. Service Factor: 1.15 7. Maximum Locked -Rotor Indicating NEMA Code Letter: F 8. Enclosure Type: Vertical, hollow shaft (VHS), Weather Protected II (WPII) with non - reverse ratchets 9. Accessories: 115 / 120 volt, 1-phase space heater 10. Minimum Power Factor at Rating: 0.85 11. Motor Thrust Bearing Capacity: 500% Extra High Thrust (EHT) 12. Bearing Life: 75,000 hours 13. Motor Shaft: ASTM/AISI Grade 1045 hot rolled steel 14. Motor Insulation: Class "F", Insulife 5000 or approved equal 15. Motor Base Thickness: 2 inches 16. Variable Frequency Drive (VFD): Electric well motor must be compatible with VFD E. Well Pump Discharge Head and Flange: 1. Fabricated Steel; ASTM A29/A29M, AISI 4140 Grade steel 2. 4-inch Base Plate; 2-inch Sole Plate 3. Lifting Lugs or Gussets: Fabricate with 4 heavy duty lifting lugs or gussets installed 4. Reed Critical Frequency Analysis - Perform for the well discharge head and well motor as specified in paragraph 2.02 B. 4. in this Section. Public Supply Well and Well Pumping Equipment - Attachment 1 CCL24267 - City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 52 Addendum No. 1 Page 718 of 1298 5. Discharge Flange: ANSI Class 300-pound standard steel flange F. Water Supply for Drilling and Construction: Contractor is responsible for providing a potable water supply for the drilling and construction operations. Water for drilling and construction shall be potable, clean and clear with a specific conductance of less than 1,000 micromhos per centimeter, a minimum chlorine residual of 0.5 milligrams per liter, and a gross alpha concentration of less than 15 picoCuries per liter. Contractor shall construct a Contractor water supply well, if necessary, or purchase water from an acceptable water source with acceptable water quality and truck the water to the well site, all at Contractor expense. If desired and requested and water is not wasted, the Owner can provide potable water for drilling and construction operations to the Contractor at the Owner's Sandy Point Pump Station, address 7286 Sandy Point Road (FM 1678), Bryan, TX 77807 The planned well sites are located within the Brazos Valley Groundwater Conservation District. If a Contractor water supply well is constructed as a water supply for this project and the well site location is within the jurisdiction of a Subsidence District or Groundwater Conservation District, then the Contractor shall submit a well permit application, well drilling or registration permit application or similar application(s) or required document(s) for the water supply well to the applicable Subsidence District or Groundwater Conservation District for review and written approval prior to the start of the drilling operations. Written approval(s) for all required Contractor water supply well permit(s) and/or registration shall be obtained and copies of all approval(s), permit(s) and/or registration shall be provided to the Engineer prior to the start of the drilling of a Contractor water supply well. The Contractor shall install a flowmeter and backflow preventer for either a Contractor water supply well, if constructed, or if water is obtained from the Owner and shall measure and record the amount of water used during drilling and construction operations. Following construction and use of a water supply well for well drilling and construction operations, the Contractor shall either install a secure, water -tight cap on top of the supply well or plug and abandon the supply well (separate bid item) to meet the well plugging requirements of the TDLR, TCEQ and the Brazos Groundwater Conservation District, as directed by the Owner or Engineer. 1.02 City of College Station, Well 11 Well Construction Design: 2-Piece, Underreamed Gravel Pack Well. The 24" surface casing and 20" intermediate casing are welded together as 1-piece, as illustrated on Sheet C-49 of the plans and drawings. A. Well Requirements and Design Estimates 1. Pumping Rate and Performance a. Guaranteed Pumping Capacity: b. 3,500 gpm c. Guaranteed 1-Hour Specific Capacity for No Penalty: Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 53 Addendum No. 1 Page 719 of 1298 33.0 gpm per foot of drawdown (gpm/ft) for 1-hour at the Guaranteed Pumping Capacity d. Minimum Acceptable 1-Hour Specific Capacity with Penalty: 30.0 gpm per foot of drawdown (gpm/ft) for 1-hour at the Guaranteed Pumping Capacity e. Guaranteed Suspended Solids Content for No Penalty: The water produced from the well during the step tests and 36-hour continuous pumping test, shall average, on a consistent basis, less than or equal to five (5) milligrams (mg) of suspended solids or sand per one (1) liter (L) of water (less than 5 mg/L) for a continuous pumping cycle of 2-hour duration at the "Guaranteed Pumping Capacity" and the well shall also meet these requirements at all lesser pumping rates during the step tests and 36-hour continuous pumping test per AWWA A100. 2. Pilot Hole and Production Well Depths and Materials a. Pilot Hole Depth (estimated): 3,100 feet b. Completed Well Depth (estimated): 2,950 feet 3. Surface Casing — Base Bid Diameter and Length a. Size: 24-inch O.D., 0.500-inch wall thickness b. Length: 1,397 feet; casing depth of 1,394 feet + 3 feet (minimum) above ground c. Weight: 125.49 Ib./ft d. Ream Diameter: minimum 30 inches for 24-inch casing and minimum 26 inches for 20-inch diameter casings e. Pressure Cementation Depth: 2,450 feet to land surface for the 24-inch and 20-inch casings f. Swage or Reducer / Transition: 24-inch x 20-inch diameters at 1,400 to 1,402 feet; length 2 feet 4. Intermediate Casing - Base Bid Diameter and Length a. Size: 20-inch O.D., 0.500-inch wall thickness b. Length: 1,048 feet (without the swage / reducer (length 2 feet); casing bottom depth at 2,450 feet c. Weight: 104.13 Ib./ft d. Pressure Cementation Depth: 2,450 feet to land surface for the 24-inch and 20-inch casings 5. Blank Liner — Base Bid Diameter and Length a. Size: 14-inch I.D., 0.500-inch thickness b. Total Length: 350 feet (including the lap section length of 200 feet) c. Weight: 72.09 Ib./ft d. Underream diameter: minimum 24 to 26 inches for 14-inch liner 6. Well Screen (Pipe Base) - Base Bid Diameter and Length Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 54 Addendum No. 1 Page 720 of 1298 1 a. Size: 14-inch O.D. pipe base, 0.500-inch wall thickness b. Total Length: 350 feet (total length includes 10 feet of development screen) 7. Screened Interval (preliminary estimate): 2,410 to 2,940 feet 8. Screen Type: Pipe -base, stainless steel wire -wrapped screen on blank liner pipe with round drilled holes 9. Water Level Measuring Pipe a. Size: 1.25-inch I.D., Polyvinyl Chloride (PVC) pipe, minimum Schedule 80 b. Drill round holes in bottom 40 feet of pipe c. Depth: 700 feet (strapped to pump column pipe) 10. Airline Tubing: 316 stainless steel, 0.25-inch O.D., 0.035-inch wall thickness, PVC - coated, Dekoron Type 1005. Depth setting 700 feet (strapped to pump column pipe) B. Well Pump Design and Performance Requirements 1. Pump Bowl Design Rate: Base Bid 3,300 gpm. 2. Pump Design Total Dynamic Head (TDH): 795 feet at Base Bid 3,300 gpm. Design TDH of 795 feet at Base Bid Pump Bowl Design Rate of 3,300 gpm consists of estimated: static water level (290'), drawdown (95'), estimated seasonal water level fluctuation (50'), water table decline allowance and estimated interference drawdown (150'), pump column loss (35') and above ground head and dynamic losses (175'). Alternate Pump Bowl Design 1; 3,300 gpm at 745 feet TDH. Alternate Pump Bowl Design 2; 3,000 gpm at 725 feet TDH. 3. Speed at Rating: 1,770 to 1,800 rpm 4. Minimum Pump Bowl Efficiency at Design Flow Rate: 79 percent 5. Maximum Pump Bowl Diameter (3,300 gpm): Maximum 15 to 16 inches 6. Maximum Field Horsepower Required at any Point on the Head -Capacity Curve: 1,000 Hp (for the Base Bid 3,300 gpm Pump Design Rate) 7. Pump Bowl Setting Depth: 950 feet (from discharge head to the top of pump) 8. Pump Suction Diameter: 12-inch or 14-inch I.D. 9. Pump Column Pipe Diameter: 12-inch I.D. with minimum 0.375-inch wall thickness 10. Oil Tubing Diameter: 3-1/2-inches 11. Line Shaft Diameter: 2-7/16-inches; Alternate 2-3/16-inches C. Well Test Requirements 1. 24-hour period step test rates (preliminary rates): 3-hour well pumping test rates with 3-hour recovery for each: 2,900 gpm, 3,200 gpm, 3,500 gpm, and 3,800 gpm 2. 36-hour constant test rate: 3,500 gpm Field testing of the production well and well pump and well motor equipment in accordance with paragraph 3.03 in this Section D. Well Motor per Specifications in this Section with the following requirements: Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 55 Addendum No. 1 Page 721 of 1298 1 1. Electrical Service Rating: 3-phase / 4160 volts / 60 Hertz / 4 pole 2. Synchronous Speed at Rating: approx. 1,770 to 1,800 rpm 3. Rated Horsepower: Base Bid 1,000 Hp; Alternate Sizes: 800 Hp & 900 Hp 4. Motor Starter / Motor Control Center and Electrical Controls: Shall be sized for a minimum 1,000 Hp well motor (Base Bid). 5. Minimum Efficiency at Rating: 95 percent; NEMA Premium Efficiency 6. Service Factor: 1.15 7. Maximum Locked -Rotor Indicating NEMA Code Letter: F 8. Enclosure Type: Vertical, hollow shaft (VHS), Weather Protected II (WPII) with non - reverse ratchets 9. Accessories: 115 / 120 volt, 1-phase space heater 10. Minimum Power Factor at Rating: 0.85 11. Motor Thrust Bearing Capacity: 500% Extra High Thrust (EHT) 12. Bearing Life: 75,000 hours 13. Motor Shaft: ASTM/AISI Grade 1045 hot rolled steel 14. Motor Insulation: Class "F", Insulife 5000 or approved equal 15. Motor Base Thickness: 2 inches 16. Variable Frequency Drive (VFD): Electric well motor must be compatible with VFD E. Well Pump Discharge Head and Flange: 1. Fabricated Steel; ASTM A29/A29M, AISI 4140 Grade steel 2. 4-inch Base Plate; 2-inch Sole Plate 3. Lifting Lugs or Gussets: Fabricate with 4 heavy duty lifting lugs or gussets installed 4. Reed Critical Frequency Analysis — Perform for the well discharge head and well motor as specified in paragraph 2.02 B. 4. in this Section. 5. Discharge Flange: ANSI Class 300-pound standard steel flange F. Water Supply for Drilling and Construction: Contractor is responsible for providing a potable water supply for the drilling and construction operations. Water for drilling and construction shall be potable, clean and clear with a specific conductance of less than 1,000 micromhos per centimeter, a minimum chlorine residual of 0.5 milligrams per liter, and a gross alpha concentration of less than 15 picoCuries per liter. Contractor shall construct a Contractor water supply well, if necessary, or purchase water from an acceptable water source with acceptable water quality and truck the water to the well site, all at Contractor expense. If desired and requested and water is not wasted, the Owner can provide potable water for drilling and construction operations to the Contractor at the Owner's Sandy Point Pump Station, address 7286 Sandy Point Road (FM 1678), Bryan, TX 77807 Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 56 Addendum No. 1 Page 722 of 1298 The planned well sites are located within the Brazos Valley Groundwater Conservation District. If a Contractor water supply well is constructed as a water supply for this project and the well site location is within the jurisdiction of a Subsidence District or Groundwater Conservation District, then the Contractor shall submit a well permit application, well drilling or registration permit application or similar application(s) or required document(s) for the water supply well to the applicable Subsidence District or Groundwater Conservation District for review and written approval prior to the start of the drilling operations. Written approval(s) for all required Contractor water supply well permit(s) and/or registration shall be obtained and copies of all approval(s), permit(s) and/or registration shall be provided to the Engineer prior to the start of the drilling of a Contractor water supply well. The Contractor shall install a flowmeter and backflow preventer for either a Contractor water supply well, if constructed, or if water is obtained from the Owner and shall measure and record the amount of water used during drilling and construction operations. Following construction and use of a water supply well for well drilling and construction operations, the Contractor shall either install a secure, water -tight cap on top of the supply well or plug and abandon the supply well (separate bid item) to meet the well plugging requirements of the TDLR, TCEQ and the Brazos Groundwater Conservation District, as directed by the Owner or Engineer. 1.03 City of College Station, Well 12 Construction Design: 2-Piece, Underreamed Gravel Pack Well. The 24" surface casing and 20" intermediate casing are welded together as 1-piece, as illustrated on Sheet C-49 of the plans and drawings. A. Well Requirements and Design Estimates 1. Pumping Rate and Performance a. Guaranteed Pumping Capacity: b. 3,500 gpm c. Guaranteed 1-Hour Specific Capacity for No Penalty: 33.0 gpm per foot of drawdown (gpm/ft) for 1-hour at the Guaranteed Pumping Capacity d. Minimum Acceptable 1-Hour Specific Capacity with Penalty: 30.0 gpm per foot of drawdown (gpm/ft) for 1-hour at the Guaranteed Pumping Capacity e. Guaranteed Suspended Solids Content for No Penalty: The water produced from the well during the step tests and 36-hour continuous pumping test, shall average, on a consistent basis, less than or equal to five (5) milligrams (mg) of suspended solids or sand per one (1) liter (L) of water (less than 5 mg/L) for a continuous pumping cycle of 2-hour duration at the "Guaranteed Pumping Capacity" and the well shall also meet these requirements at all lesser pumping rates during the step tests and 36-hour continuous pumping test per AWWA A100. Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 332113-57 Addendum No. 1 Page 723 of 1298 2. Pilot Hole and Production Well Depths and Materials a. Pilot Hole Depth (estimated): 3,100 feet b. Completed Well Depth (estimated): 2,950 feet 3. Surface Casing — Base Bid Diameter and Length a. Size: 24-inch O.D., 0.500-inch wall thickness b. Length: 1,397 feet; casing depth of 1,394 feet + 3 feet (minimum) above ground c. Weight: 125.49 Ib./ft d. Ream Diameter: minimum 30 inches for 24-inch casing and minimum 26 inches for 20-inch diameter casings e. Pressure Cementation Depth: 2,450 feet to land surface for the 24-inch and 20-inch casings f. Swage or Reducer / Transition: 24-inch x 20-inch diameters at 1,400 to 1,402 feet; length 2 feet 4. Intermediate Casing - Base Bid Diameter and Length a. Size: 20-inch O.D., 0.500-inch wall thickness b. Length: 1,048 feet (without the swage / reducer (length 2 feet); casing bottom depth at 2,450 feet c. Weight: 104.13 Ib./ft d. Pressure Cementation Depth: 2,450 feet to land surface for the 24-inch and 20-inch casings 5. Blank Liner — Base Bid Diameter and Length a. Size: 14-inch I.D., 0.500-inch thickness b. Total Length: 350 feet (including the lap section length of 200 feet) c. Weight: 72.09 Ib./ft d. Underream diameter: minimum 24 to 26 inches for 14-inch liner 6. Well Screen (Pipe Base) - Base Bid Diameter and Length a. Size: 14-inch O.D. pipe base, 0.500-inch wall thickness b. Total Length: 350 feet (total length includes 10 feet of development screen) 7. Screened Interval (preliminary estimate): 2,410 to 2,940 feet 8. Screen Type: Pipe -base, stainless steel wire -wrapped screen on blank liner pipe with round drilled holes 9. Water Level Measuring Pipe a. Size: 1.25-inch I.D., Polyvinyl Chloride (PVC) pipe, minimum Schedule 80 b. Drill round holes in bottom 40 feet of pipe c. Depth: 700 feet (strapped to pump column pipe) 10. Airline Tubing: 316 stainless steel, 0.25-inch O.D., 0.035-inch wall thickness, PVC - coated, Dekoron Type 1005. Depth setting 700 feet (strapped to pump column pipe) Public Supply Well and Well Pumping Equipment — Attachment 1 33 21 13 - 58 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 724 of 1298 1 B. Well Pump Design and Performance Requirements 1. Pump Bowl Design Rate: Base Bid 3,300 gpm. 2. Pump Design Total Dynamic Head (TDH): 795 feet at Base Bid 3,300 gpm. Design TDH of 795 feet at Base Bid Pump Bowl Design Rate of 3,300 gpm consists of estimated: static water level (290'), drawdown (95'), estimated seasonal water level fluctuation (50'), water table decline allowance and estimated interference drawdown (150'), pump column loss (35') and above ground head and dynamic losses (175'). Alternate Pump Bowl Design 1; 3,300 gpm at 745 feet TDH. Alternate Pump Bowl Design 2; 3,000 gpm at 725 feet TDH. 3. Speed at Rating: 1,770 to 1,800 rpm 4. Minimum Pump Bowl Efficiency at Design Flow Rate: 79 percent 5. Maximum Pump Bowl Diameter (3,300 gpm): Maximum 15 to 16 inches 6. Maximum Field Horsepower Required at any Point on the Head -Capacity Curve: 1,000 Hp (for the Base Bid 3,300 gpm Pump Design Rate) 7. Pump Bowl Setting Depth: 950 feet (from discharge head to the top of pump) 8. Pump Suction Diameter: 12-inch or 14-inch I.D. 9. Pump Column Pipe Diameter: 12-inch I.D. with minimum 0.375-inch wall thickness 10. Oil Tubing Diameter: 3-1/2-inches 11. Line Shaft Diameter: 2-7/16-inches; Alternate 2-3/16-inches C. Well Test Requirements 1. 24-hour period step test rates (preliminary rates): 3-hour well pumping test rates with 3-hour recovery for each: 2,900 gpm, 3,200 gpm, 3,500 gpm, and 3,800 gpm 2. 36-hour constant test rate: 3,500 gpm Field testing of the production well and well pump and well motor equipment in accordance with paragraph 3.03 in this Section D. Well Motor per Specifications in this Section with the following requirements: 1. Electrical Service Rating: 3-phase / 4160 volts / 60 Hertz / 4 pole 2. Synchronous Speed at Rating: approx. 1,770 to 1,800 rpm 3. Rated Horsepower: Base Bid 1,000 Hp; Alternate Sizes: 800 Hp & 900 Hp 4. Motor Starter / Motor Control Center and Electrical Controls: Shall be sized for a minimum 1,000 Hp well motor (Base Bid). 5. Minimum Efficiency at Rating: 95 percent; NEMA Premium Efficiency 6. Service Factor: 1.15 7. Maximum Locked -Rotor Indicating NEMA Code Letter: F 8. Enclosure Type: Vertical, hollow shaft (VHS), Weather Protected II (WPII) with non - reverse ratchets Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 59 Addendum No. 1 Page 725 of 1298 9. Accessories: 115 / 120 volt, 1-phase space heater 10. Minimum Power Factor at Rating: 0.85 11. Motor Thrust Bearing Capacity: 500% Extra High Thrust (EHT) 12. Bearing Life: 75,000 hours 13. Motor Shaft: ASTM/AISI Grade 1045 hot rolled steel 14. Motor Insulation: Class "F", Insulife 5000 or approved equal 15. Motor Base Thickness: 2 inches 16. Variable Frequency Drive (VFD): Electric well motor must be compatible with VFD E. Well Pump Discharge Head and Flange: 1. Fabricated Steel; ASTM A29/A29M, AISI 4140 Grade steel 2. 4-inch Base Plate; 2-inch Sole Plate 3. Lifting Lugs or Gussets: Fabricate with 4 heavy duty lifting lugs or gussets installed 4. Reed Critical Frequency Analysis — Perform for the well discharge head and well motor as specified in paragraph 2.02 B. 4. in this Section. 5. Discharge Flange: ANSI Class 300-pound standard steel flange F. Water Supply for Drilling and Construction: Contractor is responsible for providing a potable water supply for the drilling and construction operations. Water for drilling and construction shall be potable, clean and clear with a specific conductance of less than 1,000 micromhos per centimeter, a minimum chlorine residual of 0.5 milligrams per liter, and a gross alpha concentration of less than 15 picoCuries per liter. Contractor shall construct a Contractor water supply well, if necessary, or purchase water from an acceptable water source with acceptable water quality and truck the water to the well site, all at Contractor expense. If desired and requested and water is not wasted, the Owner can provide potable water for drilling and construction operations to the Contractor at the Owner's Sandy Point Pump Station, address 7286 Sandy Point Road (FM 1678), Bryan, TX 77807 The planned well sites are located within the Brazos Valley Groundwater Conservation District. If a Contractor water supply well is constructed as a water supply for this project and the well site location is within the jurisdiction of a Subsidence District or Groundwater Conservation District, then the Contractor shall submit a well permit application, well drilling or registration permit application or similar application(s) or required document(s) for the water supply well to the applicable Subsidence District or Groundwater Conservation District for review and written approval prior to the start of the drilling operations. Written approval(s) for all required Contractor water supply well permit(s) and/or registration shall be obtained and copies of all approval(s), permit(s) and/or registration shall be provided to the Engineer prior to the start of the drilling of a Contractor water supply well. The Contractor shall install a flowmeter and backflow preventer for either a Contractor water supply well, if constructed, or if water is obtained from the Owner and shall measure and record the amount of water used during drilling and construction operations. Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 33 21 13 - 60 Addendum No. 1 Page 726 of 1298 Following construction and use of a water supply well for well drilling and construction operations, the Contractor shall either install a secure, water -tight cap on top of the supply well or plug and abandon the supply well (separate bid item) to meet the well plugging requirements of the TDLR, TCEQ and the Brazos Groundwater Conservation District, as directed by the Owner or Engineer. Public Supply Well and Well Pumping Equipment — Attachment 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 332113-61 Addendum No. 1 Page 727 of 1298 40 61 13 PROCESS CONTROL SYSTEM GENERAL PROVISIONS 1.00 GENERAL A. Section Includes: 1. General Requirements for a complete instrumentation system for process control. B. Related Sections: 1. Section 01 33 04 "Operation and Maintenance Data" 2. Section 01 78 36 "Warranties" 3. Section 01 79 00 "Training of Operation and Maintenance Personnel" 4. Section 40 61 21 "Process Control System Testing" 5. Section 40 61 26 "Process Control System Training" 6. Section 40 61 93 "10 List" 7. Section 40 61 96 "Process Control Descriptions" 8. Section 40 61 96.01 "Well Site" 9. Section 40 63 43 "Programmable Logic Controllers" 10. Section 40 66 13 "Switches and Routers" 11. Section 40 66 33 "Metallic and Fiber -Optic Communication Cabling and Connectors" 12. Section 40 67 00 "Control System Equipment Panels and Racks" 13. Section 40 71 23.13 "Venturi Flow Meter" 14. Section 40 72 43 "Pressure and Differential Pressure Type Level Meters" 15. Section 40 73 13 "Pressure Gauges" 16. Section 40 73 36 "Pressure and Differential Pressure Switches" 1.02 SCOPE A. General Requirements for Instrumentation and Control. 1. Process Control System Integrator (PCSI): a. The Contractor procures the services of a Process Control Systems PCSI (PCSI) as a first -tier subcontractor. The PCSI is responsible for furnishing all materials, equipment, labor and services required to achieve a fully integrated and operational Process Control System (PCS) for the entire well sites. The PCSI must coordinate all materials, equipment, labor and services required by the Contractor to install equipment supplied by the PCSI and PCSI's subs. b. The PCSI is responsible for providing a complete control system for the well sites, including existing processes, PLCs, remote 10, instrumentation, and required appurtenances to provide a complete process control system for the well sites. c. The PCSI is responsible for providing the required instrumentation not supplied by equipment manufacturers to provide a complete working system. Process Control System General Provisions CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406113-1 Addendum No. 1 Page 728 of 1298 d. The PCSI is responsible for providing an HMI and integrating all process area PLCs, including manufacturer -supplied PLCs and required remote 10 modules to provide a complete control system. e. The PCSI will provide network switches and network configuration to facilitate the communications of servers, PLCs, OITs, VFDs, RTUs, and other equipment and supply a complete working system. The PCSI is responsible for configuring switches provided by third parties as part of this contract. f. The City of College Station will configure network ethernet switches with VLANs such that SCADA network traffic is segregated from Security and Enterprise traffic. g. The PCSI must conduct HMI workshops with the Owner to develop the HMI screens for each process. Unless the owner directs otherwise, the developed screens comply with ISA 101 standards. h. The PCSI is required to conduct workshops with the Owner to determine alarm priorities and setpoints. The PCSI will consult with the Engineer to determine the proper setpoints. i. The PCSI will coordinate workshops with the Owner to develop up to 6 reports that execute daily, weekly, or monthly for the well sites and specific processes. j. The PCSI will setup the view station. k. The PCSI must provide startup, commissioning and training as described in the Contract Documents. 1.03 REFERENCE STANDARDS A. Referenced Standards: 1. Instrumentation Systems and Automation Society (ISA) a. S.5.1, Instrumentation Symbols and Identification b. S.5.4, Standard Instrument Loop Diagrams c. S20, Standard Specification Forms for Process Measurement and Control Instruments, Primary Elements and Control Valves d. S101, Human Machine Interfaces e. S18.2, Management of Alarm Systems for the Process Industries f. S88, Batch Control g. RP60.6, Nameplates, Labels and Tags for Control Centers 2. National Electrical Manufacturers Association (NEMA) a. NEMA ICS 1 - Industrial Control and Systems: General Requirements. b. NEMA ICS 4 - Industrial Control and Systems: Terminal Blocks. c. NEMA ICS 5 - Industrial Control and Systems: Control Circuit and Pilot Devices. d. NEMA ICS 6 - Industrial Control and Systems: Enclosures. e. NEMA 250 - Enclosures for Electrical Equipment (1000 V maximum). Process Control System General Provisions CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406113-2 Addendum No. 1 Page 729 of 1298 3. National Fire Protection Agency (NFPA) a. 70, National Electrical Code (NEC) b. 820, Standard for Fire Protection in Wastewater Treatment and Collection Systems 4. National Institute of Standards and Technology (NIST) 5. Underwriters Laboratory (UL) a. 508A, Standard for Industrial Control Panels b. 698A, Standard for Industrial Control Panels Relating to Hazardous (Classified) Locations c. 913, Standard For Intrinsically Safe Apparatus And Associated Apparatus For Use In Class I, II, III, Division 1, Hazardous (Classified) Locations d. 1077, Supplementary Protectors 6. American National Standards Institute (ANSI) a. ANSI/IEEE 37.13 - Low Voltage AC Power Circuit Breaker (600 V Insulation Class) 7. FM Global (FM) 1.04 DEFINITIONS A. Common terms 1. SCADA: Supervisory Control and Data Acquisition 2. PLC: Programmable Logic Controller 3. OIT: Operator Interface Terminal 4. HMI: Human Machine Interface 5. OT: Operational Technology 6. PCS: Process Control System 7. PCSI: Process Control System Integrator 1.05 SUBMITTALS A. General: Submittals shall be in accordance with Division 01 requirements. Submit in sufficient detail to show full compliance with Contract Documents. B. Product Data: 1. For each component, include manufacturer descriptive literature, product specifications, published details, technical bulletins, performance and capacity rating curves, charts and schedules, catalog datasheets, and other submittal materials as required to verify that the proposed products conform to the quality and function ability of the specified products. C. Shop Drawings: 1. Submittals shall be original printed material or clear, unblemished photocopies of original printed material: Process Control System General Provisions 40 61 13 - 3 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 730 of 1298 a. Facsimile information is not acceptable. b. In addition to printed copies, provide an electronic copy of submittals in PDF format. 2. Limit the scope of each submittal to one (1) Specification Section: a. Each submittal must be submitted under the Specification Section containing requirements of submittal contents. b. Do not provide any submittals for Specification Section 40 61 13 "Process Control System General Provisions". 3. Documentation of instrumentation subcontractor qualifications and experience as defined in Paragraph 1.04. 4. Product technical data including: a. Equipment catalog cut sheets. b. Instrument data sheets: 1). ISA S20 or approved equal. 2). Separate data sheets for each instrument. c. Materials of construction. d. Minimum and maximum ranges, calibration information (in engineering units or as otherwise noted). e. Physical limits of components, including temperature and pressure limits. f. Size and weight. g. Electrical power requirements and wiring diagrams. h. NEMA rating of housings. i. Submittals shall be marked with arrows to show the exact features to be provided. Features and options not being provided shall be crossed out. 5. Loop diagrams per ISA S5.4 6. Comprehensive set of wiring diagrams 7. Panel fabrication drawings 8. PLC equipment drawings. 9. Programming software for PLC and OIT as specified in Section 40 61 96 "Process Control Descriptions". 10. Nameplate layout drawings. 11. Drawings, systems, and other elements are represented schematically in accordance with ISA S5.1 and ISA S5.3: a. The nomenclature, tag numbers, equipment numbers, panel numbers, and related series identification contained in the Contract Documents shall be employed throughout submittals. 12. All Shop Drawings shall be modified with as -built information. Process Control System General Provisions 40 61 13 - 4 CCL24267 - City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 731 of 1298 13. All panel and wiring drawings shall be provided in both hardcopy and softcopy: a. Furnish electronic files on CD-ROM, DVD-ROM, or electronically transfer over a secure medium. b. Drawings in AUTO CAD and PDF format. Coordinate the AUTO CAD version with the Owner. 14. Provide a parameter setting summary sheet for each field configurable device. 15. Communication protocol addresses: Submit a complete list of outstation addresses for all field equipment. The list shall include the cable number that has been assigned for serial communications and the port the cable is assigned to in the PLC, OIT, or other device. 16. Certifications: a. Documentation verifying that calibration equipment is certified with NIST traceability. b. Approvals from independent testing laboratories or approval agencies, such as UL or FM: 1). Certification documentation is required for all equipment for which the specifications require independent agency approval. 1.06 QUALITY ASSURANCE A. Contractor's Qualifications: 1. The Instrumentation System Integrator Contractor's personnel shall have a minimum of ten years of prior experience in furnishing, installation, testing, programming, debugging, start-up, and training for systems at least as large and similar to the one in this Contract. The system installer shall have employees who are qualified technicians for the duration of the contract located in the project area. The Contractor shall submit for evaluation within one week of Notice to Proceed, his instrumentation systems installer's company resumes complete with company history, project lists, locations, Owner, costs, type of system installed, and references with phone numbers. Installers not meeting these qualifications shall not be accepted. As a part of this contract, the instrumentation system installers shall assume complete system responsibility, including coordination and interfacing with all subsystems and equipment suppliers and manufacturers. The Contractor shall actively be involved in control system integration industry for the last five years. The Contractor shall not act as a broker for the project; he shall provide and be responsible for all hardware, interfacing software, training, testing, and extended warranties. 2. The following PCSI are pre -qualified with the City of College Station: a. Prime Controls. b. BL Technologies. c. Tesco. d. TAS. Process Control System General Provisions CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406113-5 Addendum No. 1 Page 732 of 1298 e. All others shall submit qualifications to the Owner and the Engineer for review and approval prior to bid submittal a minimum of 3 weeks prior to bid due date. Any submittals after this time period shall not be evaluated. Qualifications shall include SCADA Integrators who have had at least 10 years of successful experience in the integration of similar projects with a generator and pump station configurations. Qualifications shall include a list of similar projects within the last 5 years with the name of the project and contact information of the Owner. 2.00 PRODUCTS 2.01 PERFORMANCE REQUIREMENTS A. Instrumentation: 1. All instruments and control devices must perform in accordance with the manufacturers' specifications and design requirements. B. Software: 1. All software must meet the design requirements and Owner's requirements. 2.02 MATERIALS AND QUALITY A. Provide new and defect -free hardware of specified quality. Maintain manufacturer congruence for provided instruments, instrument accessories and devices. B. Lifecycle: Provide current -generation products that the manufacturer plans to support for 10 years from the date submittals are approved. 3.00 EXECUTION 3.01 PROJECT REQUIREMENTS A. Commissioning: Perform system commissioning in accordance with Specifications Section 40 61 21 "Process Control System Testing" and Section 40 61 26 "Process Control System Training". B. Follow -Up Services: After the acceptance of the system, the Integrator will make four trips to the project site for calibration and adjustment of all the instruments and devices. The first trip will be three months after acceptance of the complete system and thereafter every three months for a total of four trips. These trips are in addition to all warranty items and are provided at no extra cost to the Owner. Provide the services of a trained technician with each trip with appropriate calibration and testing instruments. Coordinate the trips with the Owner. C. Training: Provide the Owner's staff with all required training and operating procedures at no extra cost to the Owner. The training schedule shall be coordinated with the Owner's Representative. Training shall include operating, testing, calibration, programming, and troubleshooting of the system. The training shall include manuals that are specifically written for the system provided as described in Division 01- General Provisions of these Specifications. 3.02 LEAD TIMES Process Control System General Provisions 406113-6 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 733 of 1298 A. Due to extended lead times for many parts, Contractor is encouraged to purchase components up front, including spare parts. Contractor must store all equipment at their facility and provide insurance for all equipment. END OF SECTION Process Control System General Provisions CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406113-7 Addendum No. 1 Page 734 of 1298 40 61 26 PROCESS CONTROL SYSTEM TRAINING 1.00 GENERAL 1.01 SUMMARY A. Section includes: 1. General requirements for the training of a complete instrumentation system for process control. B. Related sections: 1. Section 40 61 13 "Process Control System General Provisions" 1.02 DEFINITIONS: A. PCSI: Process Control Systems Integrator (Instrumentation and Networking subcontractor) B. PCS: Process Control System 1.03 SCOPE A. PCSI shall coordinate all training activities with the Owner, Engineer, Contractor, all affected subcontractors, equipment suppliers, and vendors. B. PCSI shall not include training for equipment items not manufactured or supplied by the PCSI. This training shall be provided by authorized manufacturer's representative as set forth within this section and related sections of the specifications. C. The training and instruction shall be directly related to the system being supplied. D. The training program shall represent a comprehensive program covering all aspects of the operation and maintenance of the system. E. PCSI shall conduct training courses for Owner personnel. Training shall be provided for the following, and as outlined under this specification section: 1. Instruments. 2. Process Control System Hardware. 3. Process Control System Software. 4. SCADA Network System. F. Unused specified training courses/sessions shall be returned as a credit to the contract. 1.04 REFERENCES A. Applicable Documents and Electrical Testing Requirements of: B. America National Standards Institute (ANSI), as applicable, including: C. ANSI C2, National Electrical Safety Code. D. ANSI Z244.1, Lockout, Tagout and Alternative Methods. E. National Electrical Manufacturer's Association (NEMA), as applicable, including: Process Control System Training 40 61 26 - 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 735 of 1298 F. NEMA ICS 2.3 - Instructions for the Handling, Installation, Operation and Maintenance of Motor Control Centers. G. NEMA ICS 7.1 - Safety Standards for Construction and Guide for selection, Installation, and Operation of Adjustable Speed Drive Systems. H. NEMA PB 1.1 - General Instructions for Proper Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less. I. NEMA PB 2.1 - Proper Handling, Installation, Operation and Maintenance of Deadfront Switchboards Rated 600 Volts or Less. J. American Society for Testing and Materials (ASTM), as applicable. K. Institute of Electrical and Electronics Engineers (IEEE), as applicable, including: L. IEEE C.57.13, IEEE Standard Requirements for Instrument Transformers. M. IEEE 81, Section 9.03; Guide for Measuring Earth Resistivity, Ground Impedance and Earth Surface Potentials of a Grounding System. N. National Fire Protection Association (NFPA), as applicable, including: 1. NFPA 70 - National Electrical Code (NEC). 2. NFPA 70E - Electrical Safety Requirements for Employee Workplaces. 3. NFPA 72 - National Fire Alarm Code (NFAC). O. International Electrical Testing Association (IETA) as applicable, including: 1. NETA ATS Acceptance Testing Specifications for Electric Power Distribution Equipment and Systems. P. Insulated Cable Engineer's Association (ICEA), as applicable. Q. Local Utility Codes and Ordinances. R. Occupational Safety and Health Administration (OSHA), as applicable, including: 1. Title 29-2022, Parts 1910 and 1936. S. National Electrical Testing Association: 1. ATS-2021 Acceptance Testing. 2.00 PRODUCTS 2.01 MATERIALS A. Devices and systems are specified in other sections of this Specification. Reference to "devices" means all devices included in the Contract. B. Any device that fails to meet contract requirements or published performance specifications of the manufacturer must be repaired or replaced as directed by the Owner at no cost to the Owner. C. Demonstrate that test equipment is fully operational and properly calibrated. Process Control System Training 40 61 26 - 2 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 736 of 1298 D. The Owner reserves the right to disapprove test equipment that is improper or functioning improperly. 3.00 EXECUTION 3.01 TRAINING — GENERAL A. Training Summary: 1. The following training courses listed in the summary table shall, as a minimum, be provided: Training Course Description Minimum Maximum Number of Course Number of Times Duration Trainees per Course to Intended (hours) Course be Given Audience PCSI Onsite Training SCADA System Training - Prior to/at Witnessed Operational Readiness 4 4 2 Operations test (WORT) SCADA System Training - After Functional Demonstration Test 4 4 2 Operations (FDT) Installed Process Control System 2 4 2 Maintenance, Training Administrator PLC Hardware and Software 2 4 2 Maintenance Training Instruments PCSI Training 4 4 2 Maintenance Instruments Training - Operator familiarity 2 8 2 Operations Fiber Optics System Training 4 4 2 Maintenance Software Maintenance Training 2 4 2 Maintenance, Administrator 2. Definitions of audience roles: a. Administrator: Personnel responsible for maintaining the HMI / SCADA system. b. Maintenance: Personnel responsible for maintaining the field controller hardware and instrumentation system. c. Operations: Personnel responsible for daily plant operations. d. Management: Non -daily operations personnel. B. Owner shall select Technicians, Operators, Engineers, and Managers of the facility to be trained on new processes and equipment included within the project scope. The training courses shall address operation, maintenance, and troubleshooting of the system provided. The courses shall be designed specifically for the type of personnel attending, such as operators, engineers, etc. Process Control System Training 40 61 26 - 3 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 737 of 1298 C. PCSI standard training courses may be used to meet the training objectives specified. Where standard courses do not meet these objectives, additional coursework shall be developed. 1. Clock hour requirements for each level of training shall be as listed herein. A "clock hour" is defined as one hour of instruction or supervised training exercise. 2. Training hour requirements are the number of hours of training to be provided for each student. Additional training time shall be provided if considered necessary to meet the training objectives. D. Training Instructors: 1. All onsite training shall be conducted by experienced instructors who are intimately familiar with the operation and control of the Owner's facilities and with the specific system supplied. E. Training Material: 1. Provide detailed training manuals to supplement the training courses. The manuals shall include specific details of equipment supplied and operations specific to the project. The manuals shall be provided in hardcopy for each student. Provide electronic copy of each training manual in PDF format for Owner's future use. 2. The trainer shall make use of teaching aids, manuals, slide/video presentations, etc. After the training services, all training materials shall be delivered to Owner. F. Training Costs: 1. All costs associated with the training program, excluding travel, lodging, and per diem expenses for Engineer and/or Owner personnel to attend off -site training programs shall be the responsibility of PCSI and shall be included in the contract price. 2. The cost of Travel for off -site training including travel, lodging, and per diem expenses for Engineer and/or Owner personnel shall be paid directly by the entity employing the staff doing the traveling. 3. All costs associated with the manufacturer's training sessions, including travel and lodging for the Engineer and/or Owner, shall be the responsibility of the PCSI and shall be included in the contract price. Travel for the Engineer and/or Owner shall be via non- stop flight, originating and terminating at OWNER's preferred Airport. PCSI shall provide transportation from the airport to lodging and the training site for the Engineer and/or Owner personnel. G. Training Schedules: 1. All training schedules shall be coordinated with and at the convenience of the Owner. Shift training may be required to correspond to the Owner's working schedule. H. Lessons: 1. Training lesson plans and other information shall be submitted at least 30 days prior to the start of training. I. Video Recording: 1. The Owner reserves the right to videotape all custom training sessions. All training tapes shall become the sole property of the Owner. Process Control System Training 40 61 26 - 4 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 738 of 1298 2. All training sessions shall be video recorded by the PCSI for Owner's future use in training other personnel. Video recorded sessions shall be saved as electronic files for delivery to Owner. 3. Pre-recorded videos of standard training programs may be substituted if they cover the same topics and are developed for the same versions of hardware and software. 4. Furnishing videos of standard training programs shall not relieve the PCSI from any of the training requirements specified herein. 3.02 TRAINING SUBMITTALS A. Training Plan Submittal: 1. PCSI shall provide proposed lesson plans or outlines for all training courses specified herein. Training submittals shall include: a. Course objectives and target audience. b. Proposed schedule including proposed dates, duration, and location. c. Resumes of trainers including instructors' qualifications and experience. d. Prerequisite requirements for each class. e. Samples of handouts for review. 2. Complete copies of all proposed handouts and training materials. Training information shall be bound and logically arranged with all materials reduced to a maximum size of 11 inch by 17 inch, then Z-folded to 8.5 inch by 11 inch for inclusion into the binder. 3. Refer to Section 40 61 13, "Process Control System General Provisions" for the submittal order. 4. Electronic files of training session videos shall be delivered to Owner. 3.03 ONSITE TRAINING A. Training personnel shall be intimately familiar with the control system equipment, its manipulation, and configuration. Training personnel shall command knowledge of system debugging, program modification, troubleshooting, maintenance procedure, system operation, and programming, and shall be capable of transferring this knowledge in an orderly fashion to technically oriented personnel. B. SCADA System Training: 1. SCADA system training classes shall cover well site operation with the control system and use of the HMI display screens, including at a minimum all the following items: a. Basics of HMI control, settings, and navigation. b. Alarming, events, and interlocks. c. Auto functionality of automated processes and HMI control. d. Failure modes of SCADA equipment and operator responses. 2. Conduct this training in separate training sessions as follows: Process Control System Training CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406126-5 Addendum No. 1 Page 739 of 1298 a. Prior to or at the WORT. b. After FDT. 3. Training personnel shall be intimately familiar with both the control system and the plant process. PCSI shall provide trainers that are familiar with the designed operations of the plant and how the control system executes the operation. 4. The training shall be structured specifically for operations type personnel. Training personnel shall be prepared to show the operators how to operate the plant from the control panel level in the event of control room equipment failure. 5. PCSI shall, at a minimum, have the following teaching aids available for distribution during SCADA system training sessions: a. Preliminary Operation and Maintenance Manuals (prior to or at the WORT); Final O&M Manuals (after FDT). b. Process, and Instrumentation Diagrams as presented in the Contract documents. c. Training Session Agenda. 6. Fifty percent of all SCADA system training shall be "hands on" utilizing the installed control system to the fullest extent possible. PCSI shall ascertain the operability of the control system before commencing training. Training performed using a non-functioning control system shall be rejected and repeated. C. Installed Process Control System Training: 1. Provide training for the Owner's personnel in the functionality, maintenance, and troubleshooting of the installed Control System. The training shall be held before the WORT, but not more than two months before. 2. Training and instruction shall be specific to the system that is being supplied. 3. Training shall consist of classroom instructions and hands-on instruction utilizing the Owner's system. 4. Detailed training shall be provided on the actual configuration and implementation for this Contract. Training shall cover all aspects of the system that will allow the Owner's personnel to maintain, modify, troubleshoot, and develop future additions/deletions to the system. The training shall cover the following subjects, as a minimum: a. System overview. b. System hardware components and specific equipment arrangements. c. Periodic maintenance. d. Troubleshooting and diagnosis. e. Network configuration, communications, and operation. f. TCP/IP addressing procedures for all Ethernet devices. D. PLC Hardware and Software: Process Control System Training CCL24267 - City of College Station, Texas Wells 10, 11, 12, with Collection Line 406126-6 Addendum No. 1 Page 740 of 1298 1. Provide training for the Owner's personnel in the operation, maintenance, troubleshooting, etc. with the PLC hardware and software system. The training shall be held before the WORT, but not more than two months before. 2. Training and instruction shall be specific to the system that is being supplied. 3. Training shall consist of classroom instructions and hands-on instruction utilizing the Owner's system. 4. Detailed training shall be provided on the actual configuration and implementation for this Contract. Training shall cover all aspects of the PLC system that will allow the Owner's personnel to maintain, modify, troubleshoot, and develop future additions/deletions to the PLC system. The training shall cover the following subjects, as a minimum: a. PLC system overview. b. PLC system architecture. c. PLC system hardware components and specific equipment arrangements. d. PLC system startup, shut down, load, backup, and PLC failure recovery. e. Periodic maintenance. f. Troubleshooting and diagnosis down to the I/O card level. g. PLC configuration, communications, and operation. E. Instrument PCSI Training: 1. Provide instruction on the maintenance of the field and panel instrumentation for the Owner's instrumentation technicians. This training shall be conducted before the WORT, but no more than 1 month before and at a time suitable to the Owner. This training shall take place at the Owner's facility. As a minimum the following shall be included: a. Training in standard hardware maintenance for the instruments provided. b. Specific training for the actual instrumentation configuration to provide a detailed understanding of how the equipment and components are arranged, connected, and set up for this Contract. c. Test, adjustment, and calibration procedures. d. Troubleshooting and diagnosis. e. Periodic maintenance. F. Instruments - Operator familiarity: 1. Provide operator level instruction on the use of the field and panel instrumentation for the Owner's operations staff. This training shall be conducted before the 30-day site acceptance test, but no more than 1 month before and at a time suitable to the Owner. This training shall take place at the Owner's facility. Include hands on demonstration of the information each transmitter indicates, and the method used to retrieve any operator information from the transmitter, including use of pushbuttons and interpretation of international graphic symbols used on the instruments. G. Fiber Optic System Training: Process Control System Training 40 61 26 - 7 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 741 of 1298 1. Provide instruction on the maintenance of the fiber optic system for the Owner's instrumentation technicians. This training shall be conducted before the WORT, but no more than 1 month before and at a time suitable to the Owner. This training shall take place at the Owner's facility. As a minimum the following shall be included: a. Fiber cable layout and basic cable construction. b. Termination procedures. c. "Jumper" installation. d. Testing procedures. e. Troubleshooting and diagnosis. H. Software Maintenance: 1. Provide training on how to back-up PLCs, HMIs, OITs, and any other software in this system. 2. Provide training on all aspects covered in the O&M Software Maintenance Manuals. 3. Provide training on PLC program structure, HMI configuration structure, tips in how to edit programming code, and other items which will supplement the maintenance staff's ability to edit and maintain the programs. END OF SECTION Process Control System Training 40 61 26 - 8 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 742 of 1298 40 61 96.01 PROCESS CONTROL NARRATIVE — WELL SITES 1.00 GENERAL 1.01 SCOPE OF WORK A. This Specification section provides detailed control loop descriptions for the programming of the Process Control System by the Process Control System Integrator (PCSI). 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION 3.01 GENERAL A. Process Overview 1. Wells 10, 11, 12 with the collection line will operate to maintain the two (2) Downey Road GSTs levels. These wells will be added to an existing well pump priority sequence for the well field that is set by the operator. 2. Each well site will have one (1) well pump that is driven by a VFD. The operator will be able to start, stop, and adjust the speed of the well pump at both the VFD and through SCADA. Well pumps may start after the oiler drips for two (2) minutes. B. Associated Equipment Equipment Service Description Equipment Tag Number Well 10 VFD Well 10 Switchgear Well 10 Generator Well 10 Heat Trace Controller Well 11 VFD Well 11 Switchgear Well 11 Generator Well 11 Heat Trace Controller Well 12 VFD Well 12 Switchgear Well 12 Generator Well 12 Heat Trace Controller C. Associated Instruments VFD-W10 SWGR-W10 GEN-W10 HTC-W 10 VFD-W11 SWGR-W11 GEN-W11 HTC-W11 VFD-W12 SWGR-W12 GEN-W12 HTC-W12 Process Control Narrative — Well Sites 40 61 96.01 - 1 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 743 of 1298 Instrument Service Description Instrument Tag Number Well 10 Oiler Level Transmitter Well 10 High Pressure Switch Well 10 Check Valve Position Switch Well 10 Pressure Transmitter Well 10 Venturi Flow Meter Well 10 Electrical Room Intrusion Switches Well 11 Oiler Level Transmitter Well 11 High Pressure Switch Well 11 Check Valve Position Switch Well 11 Pressure Transmitter Well 11 Venturi Flow Meter Well 11 Electrical Room Intrusion Switches Well 12 Oiler Level Transmitter Well 12 High Pressure Switch Well 12 Check Valve Position Switch Well 12 Pressure Transmitter Well 12 Venturi Flow Meter Well 12 Electrical Room Intrusion Switches Test Well Level Transmitter D. Associated Control Panels 1. Well Site 10 a. W10-RTU 2. Well Site 11 a. W11-RTU 3. Well Site 12 a. W12-RTU 4. Downey Road GST Control Panel a. Well Pump Priority Sequence PLC E. Associated P&IDs 1. PI-3. 2. PI-4. LT-W10 PSH-W10 ZSO-W10 PIT-W10 FE/FIT-W10 XEW10-1/2 LT-W11 PSH-W11 ZSO-W 11 PIT-W11 FE/FIT-W11 XEW11-1/2 LT-W12 PSH-W12 ZSO-W12 PIT-W12 FE/FIT-W12 XEW12-1/2 LE/LIT-TW Process Control Narrative — Well Sites 40 61 96.01 - 2 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 744 of 1298 3. PI-5. F. Hardwired Interlocks 1. The following interlocks will stop the pump and prevent it from starting: a. High Discharge Pressure Switch. b. VFD Trip c. RTD Trip. d. Valve Failure. e. E. Stop at VFD. f. E. Stop at Motor. 3.02 CONTROLLER PROGRAMMING A. Local Manual Control Mode 1. When the well pumps are in HAND at the VFD then the operator can START, STOP, and enter a SPEED setpoint at the VFD. B. Local Automatic Control Mode 1. None. C. Remote Manual Control Mode 1. When the well pumps are in SCADA at the VFD, and in MANUAL at the HMI, the operator can START, STOP, and set a SPEED setpoint for the well pump at the HMI. 2. Maintenance Mode: a. In this mode, the well pump ignores the no flow signal to prevent trips when maintenance is being performed on the well. D. Remote Automatic Control Mode 1. When the well pumps are in SCADA at the VFD and in AUTO at the HMI, the operator can set LEVEL setpoints for the GSTs at the HMI. The speed of the well pumps will be automatically controlled to maintain the target GSTs levels with its minimum speed being set to 60%. 2. Well pump startup and shutdown will be automatically initiated by the PLC. 3. Well pump speed and the number of well pumps running in parallel will be adjusted automatically based on an existing operator adjustable well pump priority sequence to maintain the desired target level. Wells 10, 11, and 12 will be added to the existing priority queue located at the well pump priority sequence PLC located at Downey Road. Each well has an individual priority value and can be enabled/disabled from the HMI. a. The existing pump priority sequence uses a priority index 0 — 6 per well. 1). 0 = Off 2). 1— 6 = In-service Process Control Narrative — Well Sites CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406196.01-3 Addendum No. 1 Page 745 of 1298 b. Priority 1 starts first, then 2, 3, etc, as the GST level drops through operator -defined start thresholds. Wells stop in reverse order as GST level rises. E. Normal Stop Sequence 1. See VFD control schematics on electrical contract drawings. F. Emergency Stop Sequence 1. See VFD control schematics on electrical contract drawings. G. Loss Of Utility Power Sequence 1. The ATO will call for the generator to start. 2. Well pumps will be placed in remote manual once they become available. Well pumps will be off until a start command is given by the operator. H. Software Permissives 1. High pressure detection from the pressure transmitter will stop the associated well pump. 2. If there is no flow measured for 120 seconds when the pumps are running, then the pumps will shut down. I. Calculated Alarms and Variables 1. Well Pumps Daily Flow. 2. No Flow. 3.03 SYSTEM CONFIGURATION A. Status 1. The HMI shall indicate the following statuses at a minimum: a. Typical of Well Pumps 10 through 12: 1). VFD Run. 2). SCADA Enable. 3). Check Valve Open. 4). Check Valve Closed. 5). Pre -lubricate. 6). Speed Feedback. 7). Bearing Temperature. 8). Motor Winding Temperature. 9). Oil Reserve Level. 10).Discharge Pressure. 11).Flow Rate. 12). Heat Trace On. Process Control Narrative — Well Sites 40 61 96.01 - 4 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 746 of 1298 13).Generator Available. b. Typical of Well Generators 10 through 12: 1). Running Status. 2). 1-Phase Voltage. 3). 3-Phase Voltage. 4). Line -To -Line Voltage. 5). Line -To -Neutral Voltage. 6). 1-Phase Current. 7). 3-Phase Current. 8). Frequency. 9). kVA per Phase. 10). kVA Total. 11).kW Hours. c. Typical of Well Switchgears 10 through 12: 1). Breaker Open. 2). Breaker Closed. 3). 86 L.O.R. Trip Indication. 4). 86 L.O.R. Trip Indication. d. Typical of Well Power Monitors 10 through 12: 1). Kilowatts. 2). Peak Kilowatts. 3). Phase A Voltage. 4). Phase B Voltage. 5). Phase C Voltage. 6). Current Amps "A". 7). Current Amps "B". 8). Current Amps "C". e. Test Well Site Level. B. Setpoints 1. The HMI shall include the following setpoints at a minimum: a. Typical of Well Pumps 10 through 12: 1). Speed Setpoint. C. Trending Process Control Narrative — Well Sites 40 61 96.01- 5 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 747 of 1298 1. All PLC inputs, outputs and setpoints shall be recorded for trending at the HMI. D. Alarms 1. The HMI shall indicate the following alarms at a minimum: a. E. Stop at Motor. b. E. Stop at VFD. c. VFD Trip. d. RTD Trip. e. RTD Alarm. f. Valve Failure. g. High Pressure Failure. h. No Flow. i. Heat Trace Failure. j. Electrical Room Intrusion Alarm. k. Generator Low Pressure Alarm. I. Generator Low Fuel. m. Generator Battery Charger Alarm. n. Generator Low Fuel Alarm. o. ATO Transfer Failure. p. ATO Common Alarm. E. HMI Requirements 1. Equipment and instrumentation shall be depicted on the HMI screen. Displays shall be per the Owners current HMI Standards and Conventions. END OF SECTION Process Control Narrative — Well Sites CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406196.01-6 Addendum No. 1 Page 748 of 1298 40 67 00 CONTROL SYSTEM EQUIPMENT PANELS AND RACKS 1.00 GENERAL 1.01 SUMMARY A. Section Includes: General requirements for SCADA Control Panels and associated hardware. B. Related Sections: 1. Section 40 61 13 "Process Control System General Provisions" 1.02 REFERENCES A. In addition to the requirements of Section 40 61 13 "Process Control System General Provisions", conform all materials and workmanship to the latest published applicable provisions of the following codes and standards: 1. National Fire Protection Association: a. NFPA70 — National Electrical Code. 2. National Electrical Manufacturers Association: a. NEMA ICS 1 - Industrial Control and Systems: General Requirements. b. NEMA ICS 4 - Industrial Control and Systems: Terminal Blocks. c. NEMA ICS 5 - Industrial Control and Systems: Control Circuit and Pilot Devices. d. NEMA ICS 6 - Industrial Control and Systems: Enclosures. e. NEMA 250 - Enclosures for Electrical Equipment (1000 V maximum). 3. American National Standards Institute: a. ANSI-C-37.13 - Low Voltage AC Power Circuit Breaker (600 V Insulation Class). 4. International Society of Automation: a. ISA—RP60.6 — Nameplates, Labels, and Tags for Control Centers. 5. UL — Underwriters Laboratories: a. UL 508A — Standard for the Construction of Industrial Control Panels. b. UL 1077 — Supplementary Protectors. 1.03 DEFINITIONS A. Refer to Section 40 61 13 "Process Control System General Provisions" Submittals. B. General: Submit following Section 01 33 00 "Document Management" requirements. Submit in sufficient detail to show full compliance with Contract Documents. C. Product Data: 1. For each component, include manufacturers descriptive literature, product specifications, published details, technical bulletins, performance, and capacity rating curves, charts, and schedules, catalog datasheets, and other submittal materials as required to verify that the proposed products conform to the quality and function ability of the specified products. D. Shop Drawings: 1. Load Calculations: Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-1 Addendum No. 1 Page 749 of 1298 a. Provide electrical load calculations for power supplies, transformers, and UPSs to determine that the appropriate size and capacity have been selected. b. Provide heating and cooling requirement calculations. 2. Arrangement Drawings: a. Provide Arrangement Drawing for external front panel, internal side, and rear mounting sub -panels. b. Provide Bill of Materials, on Arrangement Drawing, identifying equipment shown. Reference equipment by a numerical item number. Include the following information in the Material schedule: 1) Item. 2) Identity. 3) Quantity. 4) Description. 5) Manufacturer. 6) Catalog Number. 7) Remarks. c. Provide nameplate schedule, on the Arrangement Drawings, and include the following information: 1) Item. 2) Quantity. 3) Line 1 Text. 4) Line 2 Text. 5) Line 3 Text. 6) Text Height. 7) Nameplate Size. d. Provide Legend schedule, on the Arrangement Drawings, and include the following information: 1) Item. 2) Quantity. 3) Line Text. 3. Ladder Diagrams: a. Draw digital control with circuitry arranged in functional sequence on ladder type diagrams. Assign each horizontal line or "rung" on the ladder diagram a sequential number to the left the ladder. Use the rung number to develop the wire numbers and relay numbers. b. Draw relay coils on the right side of the ladder. Show the line numbers on which the relay contacts appear on the right of each coil. Designate a normally closed contact by drawing a diagonal line through the contact. Designate timed contacts with "TR" under the line number. c. Show field and control panel terminal blocks on the drawing with the terminal numbers. d. Terminal block groups will be labeled in the control panel. e. Conform symbols to NEMA standard and indicate on a symbols sheet. f. Show field wiring as a dashed line with cable and or wire number identified. g. Draw PLC input modules on the right side of the ladder and draw controller output modules on the left side of the ladder. Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-2 Addendum No. 1 Page 750 of 1298 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Manufacturer engaged in the assembly of control panels for not less than three years and who has experience with the assembly of specified PLC manufacturers. 2. Assemble control panels within a 150-mile radius of the OWNER's facilities. B. Modifications to Panel Layout: 1. Follow the arrangements of components shown on the Drawings. Make adjustments to allow each component to be mounted as recommended by the manufacturer, to facilitate easy installation, removal, and in -place maintenance of each component, and to enable normal operation of the component. Allow component arrangements for routing of wiring without kinking or bending around sharp edges, and for free flow of air around and through equipment that requires ventilation or cooling. 2. Test equipment and materials using a testing laboratory that meets, or exceeds, nationally recognized standards, or have been found suitable for use in the specific manner as intended by the Engineer. 3. Include equipment and materials utilized within published listings prepared by testing laboratories, inspection agencies, or other organizations concerned with product evaluations. 1.05 DELIVERY STORAGE AND HANDLING A. Store all control panels and accessories specified in this Section, which are delivered to the project site prior to the time the Contractoris ready to install them. Verify from the Contractor the maximum and minimum temperature and maximum relative humidity for storing the equipment and conform to the Contractor's requirements. The minimum storage requirements will not be less than 50 degrees F. Protect the equipment from humid conditions which might cause corrosion of the electrical and electronic parts of the equipment. Failure to store equipment in the specified or approved manner shall be sufficient reason for not accepting the equipment, regardless of the outside appearance or warranty of the manufacturer. Protect all electronic equipment from a dusty environment by sealing the equipment in plastic. 1.06 PROJECT SITE CONDITIONS A. Environmental Requirements: 1. Refer to Section 01 81 16. 1.07 SEQUENCING AND SCHEDULING A. Coordinate scheduling with the Project Manager. 1.08 WARRANTY AND MAINTENANCE A. In accordance with Section 01 78 36. Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-3 Addendum No. 1 Page 751 of 1298 PART 2 PRODUCTS 2.00 RTU CABINET A. Furnish and install the RTU cabinet at the location indicated on the drawings. Cabinet shall be a freestanding enclosure, unless shown on the drawings as a wall mounted cabinet, and shall have a hinged front door with key interlocking handle or wall mounted. The PLC with its UPS, shall be housed in the RTU cabinet. B. The RTU cabinet dimensions shall be minimized at each site where possible as to not take up additional space. 1. Where touch screens are specified, mount the touch screen to the RTU enclosure. The touchscreen shall be mounted at a maximum elevation of 5'-0"AFF, include the housekeeping pad in the mounting height. C. RTU Cabinet Enclosure Schedule 1. NEMA 4X FRP enclosures for all meter and/or flow meter vaults where subject to excess condensation or corrosion. No FRP enclosures shall be installed where subject to direct sunlight. 2. NEMA 4X enclosure made of 14 gauge 304 stainless steel for all other locations. D. All discrete inputs/outputs shall have interposing relays. Interposing relays contained in this cabinet shall be 2PDT, shall have 24 VDC coils, shall each have a pilot light indicating energized coil, and shall each be mounted in a plug in socket with relay retainer clip and screw terminals. Relays shall be Square D KU13M1P14, Phoenix Contact PLC RSC Series or approved equal. E. Instrument panel wiring shall be as follows: 1. Single conductor wire shall be stranded, tinned 16 AWG and MTW insulation, as manufactured by American Insulated Wire or approved equal. Pair shielded cable for 4- 20 mA DC loops shall be as specified in 26 05 19, "Low Voltage Electrical Conductors and Cables". 2. Each conductor terminated under a screw head shall have a crimp on spade terminal applied to its end prior to its termination. 3. Each conductor has its own number and no number is used more than once. 4. The number of each wire is placed at both ends of the wire next to its end according to wire tagging instructions as specified in 26 05 19, "Low Voltage Electrical Conductors and Cables". 5. The wire numbers, as actually installed, match the numbers on the shop drawings, O&M manuals, wiring diagrams and interconnection diagrams for this instrument panel. 6. Wiring shall be run enclosed in plastic wireway wherever possible. Wireways shall be installed as required to enclose panel wiring. Where the use of plastic wireway is not practical, conductors shall be bundled and run open. Conductors run open shall be bundled and bound at regular intervals not to exceed 6" with nylon ties, or approved equal. Wires within a bundle are to be run parallel to one another and not twisted. Bundles shall have a uniform appearance, circular cross section, and shall be securely fastened to the panel framework. Conductors carrying different voltages that are from the same source may occupy the same wireway provided all are insulated for the maximum voltage of any conductor in the wireway. Wire ducts shall be insulated for the maximum voltage of any conductor in the wire duct. Wiring carrying voltages that Control System Equipment Panels and Racks 40 67 00 - 4 CCL24267 - City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 752 of 1298 originate at different source shall not run in the same wireway. Wire ducts shall be color coded as follows: a. 24VDC shall be routed in a Wire duct with a Light Grey Color cover. b. 48VDC shall be routed in a Wire duct with a Blue Color cover. c. 120VAC shall be routed in a Wire duct with a White Color cover. d. 480VAC shall be routed in a Wire duct with a Black Color cover. 7. Terminal blocks shall be installed for wire terminations and shall be capable of mounting on a 35mm DIN -rail. Terminal blocks shall have a method of labeling for easy identification. Typewritten labels shall denote terminal block numbers and shall match numbers shown on shop drawings, O&M manuals and wiring diagrams. 25 percent additional terminals shall be provided for OWNER's use. Terminal blocks shall be available with screw clamp technology and be made of a non -corrosive material. The metal body shall contain a serrated pressure plate that will provide a gas -tight connection with the conductor. All terminal block wiring points shall be "touch safe" with no live voltages that can make contact with a misplaced finger. Terminal blocks shall be rated 600V and shall be Phoenix Contact UT Series or approved equal. 8. A separate 120VAC Terminal Block and circuit breaker shall be provided for RTU cabinet. F. A print pocket shall be provided in the panel and shall contain an 11" x 17" wiring diagrams, panel elevations and drawings. The wiring diagram shall contain all wire numbers, device names and terminal numbers. Drawings shall be laminated in clear plastic for preservation of the drawings. G. Enclosure shall be provided with an enclosed switched LED light and 120 volt grounded duplex receptacle. Switch for light shall be mounted on inside of cabinet, easily accessible. H. Enclosure shall be provided with a pull out/up laptop tray that is located adjacent to the graphic user interface touchscreen, for sites where a GUI is provided. The laptop tray when pulled out/up shall be a minimum of 18"W x 18"D. Fold down laptop tray shall be mounted at an elevation of 3'-0" AFF including the housekeeping pad height in the mounting height. The laptop tray shall be painted to match the RTU enclosure. I. All equipment shall be mounted in such a manner that all maintenance may be accomplished with easy access through the RTU cabinet doors. J. INDICATING LIGHTS, SWITCHES, PUSHBUTTONS: Heavy duty and oil tight (30 mm); Square D Class 9001 or approved equal. Pilot lights shall be push to test (LED type) and shall be Square D SK or approved equal. K. Climate control: 1. RTU enclosure shall have an attached A/C unit. The A/C unit shall maintain a max of 85°F temperature inside the enclosure when ambient temperature is 110°F and in direct sunlight. The unit shall mount to the side of the enclosure using stainless steel hardware. Penetrations in the enclosure shall maintain a NEMA 4X seal with proper gaskets. a. Manufacturers: 1) Pentair 2) ICEqube, model IQ3000 Control System Equipment Panels and Racks 40 67 00 - 5 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 753 of 1298 2. Heaters for Condensation Control and Freeze Protection: a. Provide thermostatically controlled, fan driven heaters for all outdoor enclosures for condensation control unless otherwise specified. b. Built-in thermostats that sense air temperature in the panel and is adjustable from 0 to 100 degrees F. c. Aluminum alloy outer casing. d. Mount heaters near the bottom center of the enclosure. Do not mount any components closer than 6 inches to the top heater and within 1 inch of the sides and bottom of the heater. e. Meet the following requirements: 1. Power: 115 Vac, 60 Hz. 2. Rating: As determined by calculations. f. Manufacturers: 1) Hoffman DAH Series. 2) Or approved equal. L. Acceptable RTU cabinet manufacturers: 1. Hoffman 2. Hammond 3. Rittal 2.01 ENCLOSURE ACCESSORIES A. Panel Light: 1. Light to emit a minimum of 400 lumens. 2. Light should turn on when the panel door is opened. 3. Operating voltage 120 Vac, 50/60 Hz or 24VDC 4. Operating temperature -4 to 122 degrees F. 5. Lamp life 50,000 hours in warm white color temperature. 6. Integral LED drivers. 7. Include integral door switch. 8. Manufacturers: a. Phoenix Contact PLD Series b. Hoffman Panelite Series. c. Or approved equal. B. Door switches (Intrusion) 1. Switch permits the PLC input for an intrusion alarm. 2. Manufacturers: a. Schneider Electric 9007MS01S0300 b. Or approved equal. 2.02 CONTROL PANEL BACKPLATES A. General 1. Provide backplates according to size listed on drawings. 2. Install all panel components on the panel backplate. B. Construction: Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-6 Addendum No. 1 Page 754 of 1298 1. 12 gauge Carbon steel powder coated white. C. Spares: 1. None. 2.03 NAMEPLATES A. General: 1. Install new nameplates on the front door of all new and existing PLC control panels. 2. Conform nameplates to ISA Recommended Practice publication ISA-RP60.6. B. Construction: 1. Use nameplates to display basic information and function. 2. Letters shall be Helvetica 1 uppercase. Minimum height shall be 1/8-inch with a 3/64- inch space between lines. 3. Provide nameplates made of laminated engraving stock having a white core with a black surface. 4. Engrave characters using an industry -standard engraving machine. 5. Attach nameplates to the enclosure using stainless steel screws. 6. For enclosure identification nameplates, use larger -sized letters, 3/16-inch minimum. 7. Conform abbreviations to appendix B of ISA Recommended Practice publication ISA- RP60.6. 8. Conform margins to the following: a. With holes 1) Top/bottom: 1/16-inch minimum 2) Sides left/right: 5/16-inch minimum b. Without holes 1) Top/bottom: 1/16-inch minimum 2) Sides left/right: 1/8-inch minimum C. Spares: 1. None. 2.04 ADHESIVE LABELS A. General: 1. Provide labels that conform to ISA Recommended Practice publication ISA-RP60.6. B. Construction: 1. Use adhesive labels inside the panel to identify equipment. 2. Provide mechanically printed smudge proof labels with adhesive backing. C. Spares: 1. None. 2.05 LEGEND PLATES A. General: Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-7 Addendum No. 1 Page 755 of 1298 1. Provide legend plates that conform to ISA Recommended Practice publication ISA- RP60.6. B. Construction: 1. Display basic functions of push buttons, selector switches, and pilot lights using legend plates. 2. Letters shall be Helvetica 1 uppercase. Minimum height shall be 1/8-inch with a 3/64- inch space between lines. 3. Provide legend plates made of laminated engraving stock having a white core with a black surface. 4. Engrave characters using an industry standard engraving machine. 5. Hold legend plates to enclosure with ring nuts used to hold the operator in place. 6. Make all legend plates for a particular panel the same size and shape. C. Spares: 1. None. 2.06 WIRE LABELS A. General: 1. Provide wire labels and tags that conform to ISA Recommended Practice publication ISA- RP60.6. B. Construction: 1. Identify each wire using shrink -type wire labels on each side. 2. Use a unique number, incorporate equipment tag number, correlate with schematic drawings to allow for easy cross referencing and match wire labels on each end. C. Spares: 1. None. D. Manufacturers: 1. Brady PermaSleeve Heat -Shrink Polyolefin. 2. Phoenix Contact. 3. Or approved equal. 2.07 PANEL WIRING AND TERMINATION A. General: 1. Wire and terminate equipment in accordance with the latest revisions of UL Standard 508A and the National Electrical Code, as well as state and local electrical codes. B. Construction: 1. Use flexible stranded (7 strand) tinned copper wiring. Run wires in continuous lengths from terminal to terminal. Do not splice wires. Provide wire service loops to permit device removal. 2. Use type MTW wire (inside wiring) and XHHW wire (outside wiring), with insulation rated at 600 V. Use 14 AWG or larger for power wiring. Use 16 AWG or larger for ac control signal wiring. Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-8 Addendum No. 1 Page 756 of 1298 3. For analog signal wiring, use uniformly twisted shielded pairs not smaller than 18 AWG with a minimum of six twists per foot. Separate analog signal wiring at least six inches from power wiring. Provide continuous foil or metalized plastic shields with 100 percent coverage. Include a drain wire in continuous contact with the shield. 4. For 12/24 Vdc control circuits, including wiring for dc input and output discrete signals, use uniformly twisted pairs no smaller than 18 AWG with a minimum of six twists per foot. 5. Use Phoenix Contact tin plated wire ferrules at wire ends for all wires 12 AWG or smaller. Use wire ferrules with a sleeve length of 10 mm and strip wires no longer than 13 mm. Use gray ferrules for all wires or match the ferrule and wire colors for all wires. 6. Segregate analog signal wiring, 24 Vdc control wiring, ac control wiring and power wiring accordingly. Group functionally and arrange neatly to facilitate tracing of circuits. Separate analog signal wiring at least one inch from 24 Vdc control wiring and six inches from ac control wiring and power wiring. 7. Use plastic spiral wiring wraps to bundle wires, outside of wiring ducts. Securely fasten the bundles to the steel structure at intervals not exceeding 12 inches. Use Panduit, Phoenix Contact, or approved equal. Provide a minimum of 20 percent cross -sectional area as spare space. 8. Do not intermix signals within the same bundle or duct. 9. Use twisted unshielded wire for other dc signals and segregate from wire conducting ac signals. 10. Identify wires at both ends with white sleeve -type labels. Correspond the wire labels to the wire designation shown on the panel record drawings. Identify I/O card connections with the Rack -Slot -Point designations identified in the Drawings and I/O Lists. 11. In panels where foreign voltages exist, furnish a highly visible, white with red letters, warning label outside the panel with the following words: "WARNING: FOREIGN VOLTAGES EXIST IN THIS PANEL. THEY ARE IDENTIFIED BY YELLOW WIRE COLOR." C. Spares: 1. None. 2.08 TERMINAL BLOCKS A. General 1. Provide captive screw with pressure plate, DIN rail mounted, 600 V rated terminal blocks, unless otherwise shown or specified. B. Construction: 1. Assemble terminal blocks on a DIN rail mounting channel and bolt the channel to the inside of the panel. Space terminal block strips no closer than 4 inches center to center for subpanels not using wire duct and 6 inches center to center for subpanels using wire duct. 2. Provide screw type 300 and 600 V rated single level terminals with pressure plate to accept wire size 12 AWG and smaller. 3. Reserve one side of each terminal strip for field incoming conductors. Do not make common connections and jumpers required for internal wiring on the field side of the terminal. Terminate no more than two wires at any one terminal. Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-9 Addendum No. 1 Page 757 of 1298 4. Wire all spare discrete and analog inputs and outputs from I/O cards to field wiring terminals. C. Spares: 1. Provide spare terminal blocks for unused spare PLC I/O. Provide space at the end of terminal blocks to allow for future expansion of the PLC I/O. D. Manufacturers: 1. Phoenix Contact a. 600 V rated single level terminals UK 3 N terminals. b. Single level grounded QTCU 1 terminals. c. Identify terminal blocks with the "Panel -Block" designations used on the Drawings. Provide Phoenix Contact type UBE and UBE/D terminal block numbering. d. Provide terminal numbers for each terminal. Provide type ZB6 terminal strip numbering with horizontal numbering for horizontally groups of terminals and vertical numbering for vertical groups of terminals. 2. Or approved equal. 2.09 FUSED TERMINAL BLOCKS A. General: 1. Provide captive screw with pressure plate and DIN rail mounted fused terminal blocks. 2. Glass Fuse. B. Construction: 1. Phoenix Contact UK TB 4-HESI: 1) Voltage Rating: 500 V. 2) Maximum Current: 6.3 A. 3) Fuse Size: 5mm by 20 mm. 4) Operating Temperature: -76 to 221 degrees F. C. Spares: 1. Provide five spare fuses of each type and size. D. Manufacturers: 1. Phoenix Contact TB 4-HESI. 2. Or approved equal. 2.10 CIRCUIT BREAKERS (TELEMETRY SYSTEMS) A. General: 1. Provide thermal -magnetic quick-make/quick-break DIN rail mount. 2. Provide circuit breakers that conform to UL 1077. 3. Provide networking, cellular and radio equipment. B. Construction: 1. Single assembly. C. Spares: Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-10 Addendum No. 1 Page 758 of 1298 1. No spares are required. D. Manufacturers: 1. Phoenix Contact — Models 0916603, 0916605, or 0916610. 2. Or approved equal. 2.11 RELAYS A. General: 1. Provide general purpose screw terminal type relay sockets for light duty, electronic duty or solid state. Utilize captive screw terminals and washers which accept one or two 14 AWG wires. 2. Install relay sockets adjacent to one another. B. Construction: 1. 24 VDC double pole double throw (DPDT) plug-in type relay. 2. Finger grips for easy relay removal from socket 3. Removeable lock down door for testing and maintenance. 4. LED status indicator. 5. Mechanical relay status indicator. 6. Spring return test Button. 7. Diode protection module. C. Spares: 1. Provide two spares of each type. D. Manufacturers: 1. General -Purpose a. Square-D Zelio RUM series. b. Or approved equal. 2.12 SURGE PROTECTION DEVICE (TVSS) A. Low Voltage (120V) 1. General: a. Provide voltage surge suppressors on equipment panels containing solid state electronic equipment to protect the equipment from damage due to electrical transients induced in the interconnecting lines from lightning discharges or nearby electrical devices. b. Provide power line surge suppressors which include a surge arrester, RFI filter, voltage clamp, and terminals for incoming and load wires and which will not trip power feed circuit breakers. Use device with separate terminations for ground, common, and hot conductors. Shunt excess surge energy to electrical ground. c. Install plug traps in field devices. d. Antennas and mission board do not require surge suppression. e. Disconnect and lockout capabilities required. 2. Construction: a. Provide an industrial quality unit rated for continuous duty which meets the following requirements: Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-11 Addendum No. 1 Page 759 of 1298 1) Power: 115 Vac, 15 A, 60 Hz. 2) Response Time: Less than 5 nanoseconds. 3) Recovery: Automatic. 4) Transient Reduction (Normal and common mode): 30 dB attenuation to IEE 587, category B, 6 kV impulse. 5) Regulation: Less than ±1 percent over all load ranges. 6) Operating Temperature: -40 to 176 degrees F. 3. Spares: a. Provide two spares. 4. Manufacturers: a. Phoenix Contact PLT-SEC-T3-120 Series model 2907918. b. Or approved equal. B. DC Voltage (24 V) 1. General a. Provide voltage surge protection for the main feed out of the DC power supplies. 2. Construction: a. Provide an industrial quality unit rated for continuous duty which meets the following requirements. 1) Supply Power: None — passive device. 2) Protection Power: 24 VDC nominal with an amperage rated based on the DC power supply. 3) Response Time: Less than 25 nanoseconds. 4) Indication: Optical and remote indicator contact. 3. Manufacturers: a. Phoenix Contact PLT-SEC-T3-24 Series model 2905223. b. Or approved equal. C. Analog Signal (4-20mA) 1. General a. Provide a HART compatible analog signal surge suppression for all analog signals entering the PLC control cabinet. 2. Construction: a. Provide an industrial quality unit rated for continuous duty which meets the following requirements. 1) Supply Power: None — passive device. 2) Protection Power: 28VDC continuous at 450 mA. 3) Response Time: Less than 100 nanoseconds. 3. Manufacturers a. Phoenix Contact model 2838228 with integral base 2839208. 2.13 DC POWER SUPPLY A. General: 1. Furnish and install DIN rail mounted, 24 V DC power supplies that can be connected in parallel for redundant operation. Power supplies to be equipped with pluggable screw type terminal blocks for ac input and dc output and are to include an LED status indicator for dc output. Control System Equipment Panels and Racks 40 67 00 - 12 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 760 of 1298 2. Provide two DC power supplies and connect them in parallel for redundant operation. 3. Exceed power supply wattage by 25 percent of the calculated load. 4. Trips standard circuit breakers selectively, loads that are connect in parallel continue working. 5. Preventive function monitoring indicates critical operating states before errors occur. 6. Signaling thresholds and characteristic curves that can be adjusted via NFC maximize system availability. 7. Integrated gas -filled surge arrester allows for a high degree of immunity. B. Construction: 1. Power: 2. Response Time: 3. Transient surge protection. 4. Operating Temperature: 24 Vdc, 5 A, 60 Hz. 300 ms (From sleep mode). -13 to 158 degrees F. C. Spares 1. Provide two spares of each type. D. Manufacturers: 1. Phoenix Contact a. Series: b. Model: 2. Or approved equal 2.14 UNITERUPTIBLE POWER SUPPLY Quint 4. 2904602. A. Furnish and install a DIN rail mounted Uninterruptible Power Supply compatible with and sized for the DC power supply. B. Construction: 1. Input Voltage: 2. Max Input Voltage: 3. Output Voltage: 4. Output Current: 5. Charging Current: 6. Reverse polarity protected 7. Efficiency: 8. Outputs: 9. Battery Support: 10. Communications: a. b. c. Protocols: Ports: Speed: 24 VDC. 35VDC. 24 VDC 20A minimum. 5A. 97%. One (1). Up to five (5) in parallel. Ethernet/IP and MODBUS TCP. Two (2) Ethernet Ports. 10/100 Mbps auto negotiation. C. Manufacturers: 1. Phoenix Contact Model 2907074 2. Or approved equal Control System Equipment Panels and Racks CCL24267 - City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-13 Addendum No. 1 Page 761 of 1298 2.15 UNINTERRUPTIBLE POWER SUPPLY BATTERIES A. General: 1. Capacity: 12 Amp -Hour per battery. 2. Dimensions: Width 202 mm, Height 202 mm, Depth 110mm. 3. Operating Temperature: 32 to 104 degrees F. 4. Mounting: DIN Rail. 5. Output Voltage: 24VDC. 6. Output current: 50A max. 7. End of charge voltage: 27.6 VDC. 8. Output fuse: 25A on each output wire. B. Spares 1. Provide one spare. C. Manufacturers: 1. Phoenix Contact Model 1274119. 2. Or approved equal. 2.16 WIRING DUCT A. General: 1. Provide Plastic wiring duct of slotted type with dust cover. 2. Size according to application requirements. B. Construction: 1. Use gray color duct. C. Spares: 1. None. D. Manufacturers: 1. Iboco. 2. Or approved equal. 2.17 DIN RAILS A. General: 1. 33 mm DIN rail a. Material: Steel. b. Coating: Galvanized, passivated with a thick layer. c. Color: Silver. 2. Brackets a. Angle: 30 degrees. b. Height: 46 mm. c. Model: Phoenix Contact 1206421. B. Manufacturers: 1. Phoenix Contact Model 1201099. Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-14 Addendum No. 1 Page 762 of 1298 2. Or approved equal. 2.18 REMOTE DISPLAY A. Manufacturer: 1. Dwyer. B. Model: 1. LC1132 Series. C. Functional Requirements: 1. Supply Voltage: 120/240-V AC. 2. Input Ranges: a. DC: 1) Volts: +/- 200-V, +/- 20-V, +/- 10-V. 2) Amperes: +/- 100-mV, +/- 20 mA. b. Impedance: 1) Volts: 1M Ohms. 2) Amperes: 100M Ohms. c. Resolution: 1) Volts: 0.1-V, 0.01-V, 1-mV. 2) Amperes: 0.1-mV, 0.01-mA. 3. Display: a. Size: 0.3-inch high and 2.76-inch depth. b. Range: 1) AC: 0 to 9999. 2) DC: -1999 to 9999. c. Reading rate: 4/s. d. Overflow Indication: OVR. D. Physical Requirements: 1. DIN mounted. 2. Degree Of Protection: NEMA 4X/IP65. E. Environmental Requirements: 1. Operating Temperature: 14 to 140 F (-10 to 60 C). 2. Storage Temperature: -13 to 185 F (-25 to 85 C). 3. Relative Humidity (non condensed): <95% at 40 C. PART 3 EXECUTION 3.00 ADDITIONAL PANEL FABRICATION A. Wiring 1. Maximize separation between signal wiring and power wiring or control wiring, to avoid inductive pickup. A practical distance is not less than 6 inches. If power wiring must cross the signal wiring, the crossing should be as close to a right angle as possible. 2. Run wires in open slot vinyl wire duct with covers. Hold wire duct to the back plate with 10-32 by 1/2-inch Philips pan heads. Fill duct no more than 75 percent of the Control System Equipment Panels and Racks 40 67 00 - 15 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 763 of 1298 manufacturer's recommended maximum fill capacity. Where it is not practical to use wire duct, use wire ties to neatly bundle wires together. 3. Where wire is required to flex often, use high strand wire and spiral wrap. 4. Wires that are not de -energized by the main breaker shall be of the same color and labeled with a warning label stating the same. 5. Do not jump control power and neutral from device to device. Use power distribution blocks. 6. Ground analog signal wiring drain wires at the panel only. 7. Terminate all spare PLC input/output points to the terminal blocks. 8. Terminate single wire and cable conductors according to the requirements of the terminal device. 9. On shielded cables, cover the drain wire with insulating tubing along its full bare length between the cable jacket and the terminal lug or terminal pressure plate. 10. Provide transparent, hinged cover for terminal blocks carrying 120 Vac power circuits, for personnel protection and accessibility. 11. Only one wire per terminal block terminal screw will be permitted. B. Equip new enclosures with a utility power terminal block for the utility Line 1, Line 2, and the Neutral. For each utility power distribution circuit breaker, a separate power feed wire will be used from the utility distribution terminal block. For each utility power distribution circuit, connect an individual neutral wire to the utility power distribution terminal block neutral. Only one wire will be permitted per utility power distribution terminal. The line wires will be labeled as "L1" and "L2". The neutral will be labeled as "N" and the ground will be labeled "G". C. Equip enclosures with a UPS terminal block for the UPS output line and Neutral. For each UPS circuit breaker, a separate power feed wire will be used from the UPS terminal block. For each UPS circuit, connect an individual neutral wire to the UPS terminal block neutral. Only one wire will be permitted per terminal. The line wires will be labeled as "LU". The neutral will be labeled as "NU". The terminal block will be rated for the UPS circuit. Terminal block jumpers are allowed for the UPS terminal blocks. D. Grounding 1. Provide a minimum of two 1/4 inch by 1 inch copper ground buses with each enclosure. 2. Ground all equipment with one non -isolated ground bus that is electrically bonded to the panel. Run all equipment ground wires directly from the equipment to a non - isolated ground bus. 3. Ground the drain wire of signal wiring using the other non -isolated ground bus. Jump no more than 5 drain wires together before being run to the isolated ground bus. Connect the isolated ground bus to a non -isolated grounded bus with a 10-gauge wire. 4. Connect all TVSS devices to a non -isolated ground bus with a dedicated green colored ground conductor that is a minimum 10 AWG. The TVSS ground conductor shall be as short as possible. Reliance on the TVSS mounting channel alone for the ground connection is not acceptable. E. Layout and Typical Wiring 1. Obtain the OWNERS Typical Control Panel Layout and Schematics Guide from the ENGINEER for guidance on component layout. Control System Equipment Panels and Racks 40 67 00 - 16 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 764 of 1298 END OF SECTION Control System Equipment Panels and Racks CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 406700-17 Addendum No. 1 Page 765 of 1298 40 72 43 PRESSURE AND DIFFERENTIAL PRESSURE TYPE LEVEL METERS 1.00 GENERAL 1.01 SUMMARY A. Section Includes: 1. General requirements for providing submersible pressure and differential pressure type level meters. B. Related Section: 1. Section 40 61 13 "Process Control System General Provisions" 1.02 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals necessary to install all equipment for complete instrumentation and controls. Contractor's work shall include but not be limited to the following: 1. Installation of equipment furnished under this contract. 2. Interconnections between equipment furnished under this contract. 3. Interconnection between equipment furnished under this contract and the existing instrumentation and control equipment or that furnished and installed under other contracts. B. The Contractor's attention is directed to the fact that instrumentation is an integrated system and, as such, shall be furnished by one vendor or system integrator who shall provide all the equipment and appurtenances, regardless of manufacture, and be responsible to the Contractor for satisfactory operation of the entire system. C. Supervision, labor, tools, and materials necessary for installation of the instrumentation equipment and material furnished herein and their interconnection shall be provided by the Contractor. Installation work shall conform to applicable city, state, and national building and electrical codes. D. Coordinate the work of the system manufacturer's service personnel during the construction, testing, calibration and acceptance of the instruments. 1.03 QUALITY ASSURANCE A. General: Equipment shall be the Manufacturer's latest and proven design. Specifications and drawings call attention to certain features but do not purport to cover all details entering into the design of the instrumentation system. The completed system shall be compatible with the functions required and the equipment furnished by the Contractor. B. Operating Voltage: Electrical components of the system shall operate on 12 to 24-V DC, except as otherwise noted in the specifications. C. Power Supplies: The drawings and specifications indicate the energy sources that will be provided. Any other devices or power supplies necessary to obtain proper operation of the instrument system from these energy sources shall be furnished with the instrumentation. Pressure and Differential Pressure Type Level Meters CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 407243-1 Addendum No. 1 Page 766 of 1298 D. Protection: 1. The instrumentation system supplier shall provide input-output isolation of all incoming and outgoing signals. 2. Each 4-20 mA DC process measurement current loop installed on this contract, which extends outside the PLC/RTU enclosure, shall be protected by the insertion of a 1/16- amp fuse, Buss Type MKB. Fuses shall be installed in standard fuse blocks behind the PLC/RTU enclosure door. 3. The necessary fuses or switches required by the Instrumentation Manufacturer shall be provided with the equipment. The instruments requiring an internal power supply shall have an internal ON -OFF switch. E. Input/Output: 1. In general, and unless specifically stated otherwise, inputs and outputs involving instrumentation systems shown shall be 4-20 mA DC process measurement signals. Current loop isolators, current repeaters, or other signal isolators shall be furnished and installed as required to meet instrument specifications and to make the instrumentation system fully operational. 1.04 SUBMITTALS A. Submittals shall be in accordance with Division 01 and Section 40 70 00 "Instrumentation List", and shall include: 1. Shop Drawings: a. Shop drawings shall be submitted to the Engineer for approval before fabrication or shipment to the job. Equipment shall not be fabricated or shipped to the job before receipt of approved shop drawings from the Engineer. Submittals for approval shall include a component manufacturing data sheet indicating pertinent data and identifying each component by item number and nomenclature. b. The submittal shall be organized with a cover sheet listing each instrument being provided. Each instrument shall be listed with the associated tag name, model number, and specified options. c. Separated by tabbed sections, each section shall include the manufacturer's product cut sheets. d. Component drawing showing dimensions, mounting, and external connection details. e. Wiring schematic. f. Full description of operation. g• Complete schematic diagram. h. The manufacturer shall be responsible for the preparation of the required sets of these drawings for distribution as indicated in Division 0 and Division 1 specifications. i. Shop drawings submitted for all equipment furnished under this section of the specifications shall be submitted in the same package at the same time. Partial Pressure and Differential Pressure Type Level Meters CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 407243-2 Addendum No. 1 Page 767 of 1298 submittals will not be reviewed. Sales bulletins and other general publications are not acceptable as submittals for approval. 2. Equipment Installation Report: a. Contractor shall provide an Equipment Installation Report for each instrument (flow meter, level transmitter, etc.) to the Engineer for approval. The equipment installation report shall include documentation stating that the instrument was installed and properly calibrated per the manufacturer's recommendations by an Authorized representative of the instrument manufacturer. All parameters required for the programming of the instrument shall be provided in a hard copy format as part of the equipment installation report. Documentation stating that the person performing the calibration and start-up is an authorized representative shall be provided as well. 3. Operation and Maintenance Manuals: a. Operating instructions shall incorporate a functional description of the entire system, including the system schematics, which reflect "as -built" modifications. b. Wiring diagrams shall clearly show terminal numbers and wire numbers as they actually are in the instrumentation system. c. Instrument panel wiring shall be such that each wire installed has its own number designation at each end and such that no number is repeated. d. Setup parameters: O&M shall include an ISA datasheet with each instrument. The ISA form shall be filled out with ordering information, setup parameters, ranges, and approximate location. e. Special maintenance requirements particular to the system shall be clearly defined, along with special calibration and test procedures. 1.05 DELIVERY AND STORAGE [NOT USED] 1.06 JOB CONDITIONS A. SPARE PARTS: 1. Furnish all standard recommended spare parts as indicated in the Manufacturer's instruction manuals for each component in the system. B. SPECIAL TOOLS: Furnish a kit that contains special -size wrenches and other types of tools that are not normally available and necessary for assembling, disassembling, aligning, and calibrating each piece of equipment. In addition, any piece of equipment (meter, test set, etc.) required by the Manufacturer to align, adjust, or otherwise calibrate any item under this section of the specification shall be furnished. 2.00 PRODUCTS 2.01 SUBMERSIBLE LEVEL TRANSMITTERS A. Manufacturers: 1. Ametek Model 575 Series Pressure and Differential Pressure Type Level Meters CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 407243-3 Addendum No. 1 Page 768 of 1298 2. Approved equal. B. Performance And Functional Requirements: 1. Power Supply: 12 to 40-V DC. 2. Output: 4 to 20-mA. 3. Pressure range: 0 to 300 PSI 4. Distance range: 0 to 690-ft in water. 5. Accuracy: a. +/- 25% full scale, BFSL (including linearity, hysteresis and repeatability). b. +/- 0.50% full scale (6 psi range only). 6. Zero offset: +/- 0.50% full scale set at 77 F (25 C). 7. Span: +/- 0.50% full scale set at 77 F (25 C). 8. Temperature: a. Ambient: -25 to 180 F (-32 to 82 C). b. Storage: -40 to 180 F (-40 C to 82 C). C. Physical Requirements: 1. Diaphragm material: 316 Stainless Steel. 2. Snub Nose: 316 Stainless Steel; removable to a 1/2-inch female NPT process connection. 2.02 SUBMERSIBLE DATA LOGGER FOR TEST WELL A. Manufacturer: 1. In -Situ: Aqua TROLL 200 Data Logger 2. Approved Equal B. Performance and Functional Requirements 1. Conductivity Sensor a. Type: Balanced 4-electrode cell b. Methods: EPA Method 120.1; Standard Methods 210 c. Range: 0 to 100,000 µS/cm d. Accuracy: +/- 0.5% of reading + 1µS/cm when reading less than 80,000 µS/cm +/- 1.0% of reading when reading is above 80,000 µS/cm 2. Pressure/Level/Sensor a. Range (Absolute: Non -vented) 1). 30 psia: 11m (35 ft) 2). 100 psia: 60 m (197 ft) 3). 300 psia: 200m (658 ft) Pressure and Differential Pressure Type Level Meters 40 72 43 - 4 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 769 of 1298 b. Range (Gauged: vented) 1). 5 psig: 3.5m (11.5 ft) 2). 15 psig: 11m (35 ft) 3). 30 psig: 21m (69 ft) 4). 100 psig: 70m (231 ft) 5). 300 psig: 210M (692 ft) c. Burst Pressure 1). Maximum 2x range; burst>3x range d. Maximum Pressure 1). 300 psi (692 ft) e. Accuracy and Resolution 1). Accuracy: +/- 0.05% FS or better 2). Resolution: +/- 0.01% FS or better f. Long Term Stability 1). <0.1% FS g. Units of Measure 1). Pressure: psi, kPa, bar, mbar, mmHg, inHg, cmH20, in H2O 2). Level: in, ft, mm, cm, m 3. Temperature Sensor a. Method: EPA Method 170.1 b. Accuracy and Resolution 1). Accuracy: +/- 0.1° C 2). Resolution: 0.01° C or better c. Units of Measuure: 1). Celsius or Fahrenheit C. Installation 1. Provie, furnish and install, complete in place, an in -situ groundwater monitoring and telemetry system at the existing Text Well east of Well No. 12. 2. The monitoring system shall consist of a submersible data logger capable of continuously measuring and recording groundwater water level, temperature, and electrical conductivity. 3. Contractor shall install the data logger within the existing Test Well at the appropriate depth to accurately measure groundwater conditions. Installation shall comply with the manufacturer's recommendations and shall provide reliable, font -term operation and protection of the sensor and cabling. Pressure and Differential Pressure Type Level Meters CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 407243-5 Addendum No. 1 Page 770 of 1298 4. The Contractor shall provide and install all required surface -mounted equipment, including mounting hardware, enclosures, power supply, communication components, and accessories necessary for data logging and remote telemetry. Surface equipment shall be mounted on a Unistrut panel securely installed above the 100-year floodplain elevation, as shown on the Plans or as directed by the Engineer. All mounting systems shall be rigid, weather -resistant, and suitable for outdoor service. 5. The system shall be capable of: a. Logging groundwater water level, temperature, and conductivity at programmable intervals b. Supporting remote telemetry for data retrieval and monitoring 6. The Contractor shall configure, program, and test the data logger and telemetry system to verify proper operation prior to acceptance. All wiring, cabling, fittings, and penetrations shall be neat, secure, and protected from environmental damage. 7. Upon completion, the Contractor shall deliver a fully operational data logger system, installed at the existing Test Well, tested, and ready for use by the Owner 3.00 EXECUTION 3.01 INSTALLATION A. Wire each device requiring power so that when wires are removed from any one device, power is not be disrupted to any other device. Ground the case of each device either by mounting directly on a steel frame or by a third wire. 3.02 FIELD QUALITY CONTROL A. The supervisory service of a factory -trained service engineer who is specifically trained on the type of equipment herein specified shall be provided during construction to assist the Contractor in the location of sleeves; methods of installing conduit and special cable; mounting, piping, and wiring one of each type of device, and the methods of protecting all the equipment prior to placing it into service. Upon completion of the installation, the services of the above service engineer shall be provided for calibration and start-up of the equipment and for instructing the operating personnel. The Manufacturer shall provide sufficient service to place the system in satisfactory operation. B. Upon completion of installation of sample pumps, an acceptance test to verify the satisfactory operation of each unit shall be conducted. The test shall be conducted in a manner approved by and in the presence of the Engineer. The unit shall be checked for excessive noise, vibration, alignment, general operation, etc. The unit must perform in a manner acceptable to the Engineer before final acceptance will be made by the Owner. C. Check out and calibrate the system upon completion of the installation. D. Prior to the Owner turning on any form of energy to the system, the Contractor shall provide the Engineer with a certified statement of approval of the installation including his supplier's authorization for turning on energy to the system. Pressure and Differential Pressure Type Level Meters 40 72 43 - 6 CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line Addendum No. 1 Page 771 of 1298 END OF SECTION Pressure and Differential Pressure Type Level Meters CCL24267 — City of College Station, Texas Wells 10, 11, 12, with Collection Line 407243-7 Addendum No. 1 Page 772 of 1298 REVISED DRAWING SHEETS Page 773 of 1298 on m in 66 p ("Ni ---O o z. v 0) �N v in LL 285 280 275 270 265 260 255 250 245 240 62+00 Plot Date: 1/20/2026 8:36 AM Plot By: 08869 WELL 10 ACCESS ROAD J0 STA 62+10.57 A 22°30'00" N=10235261.92 E=3503361.27 STA 62+72.51 A 42°46'15" N=10235246.52 E=3503421.27 SEE NOTE 3 CITY OF COLLEGE STATION 321.18 ACRES VOL. 8952, PG. 152 STA 63+06.52 BEGIN STEEL CASING BY TRENCHLESS CONSTRUCTION N=10235262.69 E=3503451.19 SEE NOTE 3 - RECORD OWNER - UNION PACIFIC RAILROAD (SUCCESSOR OF CW&BV RR) 100' RIGHT-OF-WAY VOL. 24, PGS. 266 & 267 STA 64+36.83 A 11°15'00" N=10235324.63 E=3503565.83 104 20' POWERLINE EASEMENT VOL. 583, PGS. 258 (BTU) F/0 �-- F -0 65+00 I Ale:- STA 64+72.09 A 8°45'00" N=10235335.02 E=3503599.53 PROPOSED 2 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH STA 64+16.28 END STEEL CASING BY TRENCHLESS CONSTRUCTION N=10235314.87 E=3503547.76 O �i N79°22'00"E PI STA 65+85.16 A 2°15'00" N=10235351.51 E=3503711.39 PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH 1 : °'Ir,' RIDDLE JEFFERY M 5.00 ACRES VOL. 1578, PG. 32 12' POWERLINE EASEMENT VOL. 583, PGS. 256 & 257 (BTU) sPA 04 _PROP 30" WATERLINE F/0 - N78°22'00"E PI STA 67+49.12 A 1.00° N=10235381.76 E=3503872.54 LEONARD EARL LUCE 2.6155 ACRES VOL. 19220, PG. 35 b STA 71+41.58 PROP 3" CAV ASSEMBLY N=10235459.41 E=3504257.24 PI STA 69+67.34 A 0.50° N=10235425.76 E=3504086.27 8' POWERLINE EASEMENT VOL. 583, PG. 259 (BTU) - �0 - - - 70+00 N78°52'00"E 41111 CITY OF COLLEGE STATION 1.11 ACRES VOL. 10644, PG. 264 DEDICATION DEED FOR "BART ROAD" REMOVE AND REPLACE 1695 SY OF GRAVEL PAVING ON BART ROAD SEE NOTE 4 A FELIX FLOYD BARTKOWIAK, JR. 2.6155 ACRES VOL. 18285, PG. 175 80 LF 30" DUCTILE IRON WL (PRESSURE CLASS - 150) BY OPEN CUT -0.10% PROP ROAD TOP = 257.8 7 EG = 257.27 137 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) IN 48" STEEL CASING BY TRENCHLESS CONSTRUCTION 273 LI OF 30" RESTRA NED JOINT WL 100' UNION PACIFIC RAILROAC (RIGHT OF WAY) 75.51 BEGI V CASING /r� 12' MIN. COVER STA END CASING Ll ra II 0_ 0 EG = 249.10 63+00 64+00 Filename: N:\WTU\Drawings\CV-PPL-PP-01.dwg O 0 I r :L 2' MIN, CLR -. m_ LD O r� 1/4.1) II N 0- II 0 t� H LJ 65+00 APPROX. EXISTING GROUND 204'Vo PROP 30" WATER LINE TOP = 262.0 7 EG = 2E2.07 66+00 734 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT LD iJ II 0- 0 EG = 2E 4.:L2 67+00 FLOW j m LD lJ II 0- 0 68+00 EG = 2E6.31 h LD l V II 0- 0 69+00 EG = 2E8.74 Ln Lf d• 0 N V) 1 0.10% EG = 27 2.33 CAV ,4S ;EME LY MATCH LINE STA 71+50 285 280 275 270 265 260 255 250 245 cr.)N cV m Ni l V II N 0- II uJ 240 71+50 0 t z CU 22 l° v In LL 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' SCALE IN FEET VERTICAL NOTES: 10' 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. CONTRACTOR TO PROVIDE 2 - 4" HDPE CONDUITS WITHIN FULL LIMITS OF TUNNEL LINER FOR FIBER OPTIC. 3. STA 63+19 INSTALL CASING TEST STATION SEE DETAIL 1/C-57. STA 64+29 INSTALL CASING TEST STATION SEE DETAIL 1/C-57. 4. REPLACE GRAVEL PAVING TO EXISTING GRADES PER DETAIL 2/C-51 NOTES BY SYMBOL: 1. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. 4, W z_ J z 0 • U x11J w 0 0 QU V w z w QJ o Ni U -1 u_ 0 U % -1 J W F&N JOB NO. w Q 0 co >- N N N J U U Ln N 0 N 0 BALANCE OF PROJECT 100% Lf1 N O N U LLJ 01/20/2026 DATE ADDENDUM 1 CARLOS E. QUINTERO 52. c O U c 113 c 3 0 N 0 O a 0 z 0 O O if) v 5 z 0 J U 0 L.) CC SHEE1- C-40 SEQ. 51 c O N O O 00 O O M N v c 0 0 E 0 U aJ In v v 3 v APPROVED FILE NAME LE STA 62+00 TO STA 71+50 PLAN AND PROF 0(0 § U sN c L O N O • In C 0 0 • U 0 (1)• v c 0 U N O ro w J U N >- LL w 0 CV-PPL-PP-01.dwg Page 774 of 1298 NI NV 'NV NV -NI NV 295 - 290 285 280 275 270 265 260 255 250 245 TOP = 272.27 ♦ • LEONARD EARL LUCE 2.6155 ACRES VOL. 19220, PG. 35 - SEE NOTE 3 STA 72+06.38 BEGIN STEEL CASING BY TRENCHLESS CONSTRUCTION N=10235470.22 E=3504320.93 STA 73+02.99 END STEEL CASING BY TRENCHLESS CONSTRUCTION N=10235464.49 E=3504417.37 SEE NOTE 3 STA 73+14.29 INSTALL: 1- 30" BUTTERFLY VALVE N=10235463.83 E=3504428.65 PROPOSED 2 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH m CY ) cw N STA 7 2+08.38 tstGIN CASI-NG SPA \ 72i 14.03 •XDOT R.O.W. N78°52'00" E STA 71+41.58 PROP 3" CAV ASSEMBLY WITH 3 CONCRETE BOLLARDS N=10235459.41 E=3504257.24 STA 71+99.64 A 011°15'02" N=10235470.60 E=3504314.20 5' MIN CLR EOP S86°36'20"E 5'MIN CLR EOP N3°23'40"E STA 73+20.75 A 90°00'00" N=10235463.44 E=3504435.09 RIDDLE JEFFERY M 5.00 ACRES VOL. 1578, PG. 32 PROP 30" WATER LINE PI STA 73+73.36 A 3.75° N=10235515.96 E=3504438.21 111111111.131111111111111.1111. 294 LF OF 30" f ESTRAINED JOINT WL 56 LF 30' DUCTFLE IRO'WL (PRESSURE CLASS 1 BB OPEN CUT W z w 97 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) WITH 48" MIN STEEL CASING BY TRENCHLESS CONSTRUCTION OSR CROSSING v 2' MIN. CLR. STA 73+02.99 END CASING //"///// //////,//1 WX)/////// e //////////////////////////////T/ ;- /- 2' PvilN. CLR PROP 30" WATER LINE Ai- TOP =271.42 5' MIN. COVER FRANCISCO F. HILBURN, JR. AND NITA FAY HILBURN15. ``' REM. OF 21.70 ACRES VOL. 3978, PG. 256 PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH G EX LIVESTOCK FENCE TO REMAIN CHRIS TAYLOR AND LONI TAYLOR 53.31 ACRES VOL. 18420, PG. 131 597 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT - r j APPROX. EXISTING GROUND TOP = 264.E 3 EX 5'x4' BOX CULVERT FL= 259.0 (X2) g+09,5° 1$) EX 5'x4' BOX CULVERT FL= 259.4 (x2) CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. I FL0V1 - TOP = 257.E4 TOP = 254.46 295 290 285 280 275 270 265 260 apit 255 EG = 259.52 250 245 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N E c o -v t v tic z c ✓ v N °) v � Y N LL tTo v X v 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. CONTRACTOR TO PROVIDE 2 - 4" HDPE CONDUITS WITHIN FULL LIMITS OF TUNNEL LINER FOR FIBER OPTIC. 3. STA 72+19 INSTALL CASING TEST STATION SEE DETAIL 1/C-57. STA 73+16 INSTALL CASING TEST STATION SEE DETAIL 1/C-57. 4. CONTRACTOR TO PROVIDE TWO FOOT MINIMUM CLEARANCE BETWEEN PROPOSED PIPELINE AND EXISTING UTILITIES. } 5. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 6. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. L\ NOTES BY SYMBOL: „(X)" 1. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. F&N JOB NO. w Q 0 z N N N J U U N 0 N 0 ri BALANCE OF PROJECT 100% 01/20/2026 DATE ADDENDUM 1 0 w Lu 0 c 0 U 01 N O N 0 N o E 71- NCO OU O LO O in N o v m L x �Cl..) o in 0 =C- O v)=a� 0 z 0 0 w Lu U 2 U SHEE1- C-41 SEQ. 52 APPROVED FILE NAME LE STA 71+50 TO STA 79+00 PLAN AND PROF CV-PPL-PP-02.dwg bb c ro •- U L v) C (13 0 'L W C 0 in U c C O C t o U U c N O L � uJ J 0 V) Ll uJ O- Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg Page 775 of 1298 00 0 CD -a rts 0 rn N W z_ J U 2 TOP = 254.4 6 PC STA 80+32.90 N=10236172.36 E=3504502.42 P-5 CHRIS TAYLOR AND LONI TAYLOR 53.31 ACRES VOL. 18420, PG. 131 BOV ASSEMBLY ;TA 79+77,80 TOP = 25 4.E 9 ksp u-) rl N rn W FRANCISCO F. HILBURN, JR. AND NITA FAY HILBURN REM. OF 21.70 ACRES VOL. 3978, PG. 256 EX LIVESTOCK FENCE TO REMAIN STA 79+77.80 PROP 8" BOV ASSEMBLY N=10236117.50 E=3504497.33 \ 79•CC l..l.0 Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg mob is 144111101m. ir 41111*&_. tiff WI. 4r t 4101Millk-g Valle* 116* • STATE HIGHWAY OSR PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH (1> 267 268 83+00 PROP 30" WATERLINE CURVE DATA A=0°19108" R=190509.76 T=530.20 L=1060.39 CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. 84+00 850 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT APPROX. EXISTING GROUND — PROP 30" •NATERLINE 1.9 0 TOP = 26J.i3 E 3 _ 255.82 46 --• 844. 1 _ — — E' MIN. CCVER TOP = 262.E 8 m O 00 N rn W HH A-7 O GG LP1 V + 00 Q(sr) 00 Lo Q Li) W r1 d 414040e 94116°. fir ..7111116 JANET SUE ROBINSON 10.00 ACRES VOL. 11240, PG. 110 -85+00N'• rLow�> I vvCa��,•1i- \ \ 441(11:tePe • • ■ _moo 87+I00 F 0 — ASHLEY ANGONIA SEELIG AND DUSTIN LEE SEELIG 21.84 ACRES VOL. 17083, PG. 144 0% rl c) r-) N • - r Lr N r— II N �] cn .) 'L' ' 1 i P-9 EG = 277.27 Jig J n z m 0000 cri 285 280 275 270 265 260 255 250 245 240 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 1 2. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 3. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. NOTES BY SYMBOL: n / x) " 5. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. 0 N 0 N F&N JOB NO. W Q 0 >- Ln N 0 N 0 0 0 BALANCE OF PROJECT 100% 01/20/2026 DATE ADDENDUM 1 CARLOS E. QUINTERO LL z 0 0 W Lu 0 CC SHEE1- C-42 SEQ. 53 APPROVED FILE NAME LE STA 79+00 TO STA 87+50 PLAN AND PROF CV-PPL-PP-02.dwg OlD O (0 •— u 1 N -a ccs •00 •L • a) o in U C c O C t o u — N (0 0 U N O a- ccs LL aJ U N i LL Lu O- Page 776 of 1298 tan L.0 00 N ri d rl rl Lc)Q 00 cl 6'6 N o ~ O N rl Z .. vv Lco . cN vco LJ- 0 00 O CO a 295 290 285 280 275 270 265 260 255 250 OS+L8 ` IS 3 N I1 HJIVW EX18"CMP FL= 278.9-\ 88+00 err TERRI THOMAS ANGONIA (ESTATE) 25.06 ACRES VOL. 17080, PG. 217 TOP = 271.E 0 N r- N fn w ;Zz - DRIVE WAY o �+ I '1 r• EX 18" CMP THOMAS ODESKI AND JULIA ODESKI 1 10.00 ACRES VOL. 12704, PG. 295 REMOVE AND REPLACE 25 LF OF 18" CMP AND SAFETY END TREATMENTS -EX 18" CMP FL= 279.2 89+00 REMOVE AND REPLACE 30 SY OF GRAVEL PAVEMENT APPROX. EXISTING GROUND -- 0 TOP = 274.E0 '1 .nn ♦ ♦ CURVE DATA A=0°19'08" R=190509.76 T=530.20 L=1060.39 PT STA 90+93.29 N=10237227.60 E=3504606.78 90+00Ln N n H EX LIVESTOCK FENCE TO REMAIN G 91+00 E CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. RYAN K. SKINNER 10.00 ACRES VOL. 8821, PG. 271 717 PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH PROP 30" WATERLINE 286 N7°04'10"E 92+4 r r P-11 STA 92+86.91 PROP 3" CAV ASSEMBLY WITH 3 CONCRETE BOLLARDS N=10237419.75 E=3504630.60 ' STATE HIGHWAY OSR ALVIN WAYLAND JONES 30.61 ACRES VOL. 2233, PG. 32 350 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CU I PC STA 93+61.11 PC STA 93+61.11 N=10237493.39 E=3504639.73 PROP 30" WATERLINF 00 00 M N (n w I FLOW TOP = 277.E2 RYAN KIRK SKINNER AND WIFE, KRISTI LEE SKINNER 15.88 ACRES VOL. 6283, PG. 169 --P-12 L TOP = 277.E9 ' 94+00 CURVE DATA A=2°43'37" R=9204.94 T=219.08 L=438.08 PROTECT EXISTING CULVERT AND END TREATMENTS EX 24" CMP FL= 282.8- REMOVE AND REPLACE 118 SY OF GRAVEL PAVEMENT TOP = 277.49 cAdoi Apr" EX 36" RCP FL= 277.8 (X2) DRIVE WAY 00 LIl N rn w SEX 24" CMP' FL= 282.5 S 0 00 06 ▪ r 1- J 0 • 0 EG = 282.26 295 290 285 270 265 260 255 250 o , n rJ E c: o -a - ttO z -o C C LL ✓ • v � Y N LLcc v X 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING WITH PROPERTY OWNER AND PLACE TRAFFIC CONTROL DEVICES TO PROTECT WORK ZONE AS REQUIRED. 3. CONTRACTOR SHALL NOTIFY HOMEOWNER AT LEAST 1 WEEK IN ADVANCE BEFORE PERFORMING CONSTRUCTION ACTIVITIES ON DRIVEWAY. c 4. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 5. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. NOTES BY SYMBOL: „O„ 1. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. / LL• • x uJ z 0 uJ Cb w J >- O U O U F&N JOB NO. H 0 cal >- Lu N N W z_ J z 0 U J J 0 U z N l-I r-I r-I O r-I J J W L L0 N r 0 N C, J LJJ 0 0 U N 0 N 0 0 0 BALANCE OF PROJECT 100% 01/20/2026 DATE ADDENDUM 1 CARLOS E. QUINTERO c 0 0 (13 0 N rn O LJ 0 z LLJ O E N 00 0 0 N O in N 0 aJ (a X CU o 0 2 0))c- o v 0 0 0 LLJ Lu 0 2 0 CC S(-IEEI- C-43 SEQ. 54 APPROVED FILE NAME LE STA 87+50 TO STA 96+00 PLAN AND PROF CV-PPL-PP-02.dwg Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg Page 777 of 1298 cm tan LID N O d m d O ▪ 41 d co d V) v) Q O s_ lD 0 N O ~ O N Z vv � cn c� v� Ll 310 305 300 295 290 285 280 275 270 265 260 TOP = 275.40 0 0 rn ,Q L 1 uJ z_ J U 2 LSD N N N w • RYAN KIRK SKINNER AND WIFE, KRISTI LEE SKINNER 15.88 ACRES VOL. 6283, PG. 169 SEE NOTE 2 -EX 36" RCP FL= 278.6 (X2) _97+00_ F STA 96+79.89 PROP 8" BOV ASSEMBLY N=10237809.95 E=3504677.17 ALVIN WAYLAND JONES 30.61 ACRES VOL. 2233, PG. 32 0 00% BOY ASSEMBLY STA 9E+79.S9 TOP = 273..c0 N o N N L1J 971n0 98+00 PT STA 97+99.19 N=10237928.72 E=3504688.36 r+ 11111111119 K. MARVIN ADAMS AND AMY AYERS ADAMS 16.72 AC. - TRACT TWO VOL. 1486, PGS. 241, 245, 249 & 253 PC STA 100+11.70 N=10238140.23 E=3504708.98 STATE HIGHWAY OSR N5°34'10"E (VP. #' 99+00 _ P-14 -i Tr" PROP 30" WATERLINE EX LIVESTOCK FENCE TO REMAIN .4• LAURE W. JONES 29.00 ACRES - TRACT 1 VOL. 1423, PG. 263 HD -_ - 70- CURVE DATA A=4°05'24" R=12925.38 T=461.54 L=922.69 P-15 24 101+00 OHS 850 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT i 5' MIN. COVER q8+0 q9+0O APPROX. EXISTING GROUND o. )9% FLO"A> 100+00„ 1 n1 +n0 103+00 PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH HH A-10 —CFIE CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. TOP = 29 LC 6 102+00 G VINO R • • J �H E F/O-104+00_ 00 rt ▪ 00 0 pj Q N J (/ ) w TOP = 293.E3 U.J_Ur° TOP = 299.22 EG = 304.56 MATCH LINE STA 104+50 310 305 300 295 290 285 280 275 270 265 260 44+„, 104+5n rJ N ✓ .E c: bA o a L v uttO z C Cw r6 ✓ v ✓ v � Y N LL (1) cc X Iv 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. REMOVE AND REPLACE HEADWALL AND ENDS OF RCP TO EXISTING CONDITIONS. CONTRACTOR TO PROVIDE TEMPORARY BY PASS DRAINAGE IF NEEDED. 3. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 4. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. NOTES BY SYMBOL: n/X\u 5. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. LLJ z_ J z 0 U X L.LJ 1-11 O 0 I U wz (.7 -J J o N U � U- o } U r-1 O r—I J J LLJ F&N JOB NO. H Q 0 to N L L0 NI N 0 r N N C, J w 0 0 U Ln N 0 N O * • 01/20/2026 DATE 0 0 BALANCE OF PROJECT 100% ADDENDUM 1 CARLOS E. QUINTERO 1 c 0 0 cr, 0 N O LIJ 0 z 0 w 0 0 z 0 0 LLI U U CC SHEE1 C-44 SEQ. 55 LE STA 96+00 TO STA 104+50 LL 0 CC IZ 121 z J IZ 0 Q N O w a a a z a w J > c(0 1 V) -0 c f° '00 • L v O c t c n o In U c c o c t o -U � N 0 1 O (0 CO LLJ aJ 0 Cn >- LL w O- APPROVED FILE NAME CV-PPL-PP-02.dwg Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg Page 778 of 1298 320 315 310 305 300 295 290 285 280 275 b m (1• Lit rT• v1140.4601rrilw K. MARVIN ADAMS AND AMY AYERS ADAMS 16.72 AC. - TRACT TWO VOL. 1486, PGS. 241, 245, 249 & 253 105+00 STA 105+86.51 PROP 3" CAV ASSEMBLY WITH 3 CONCRETE BOLLARDS N=10238711.41 E=3504772.98 LAURE W. JONES 29.00 ACRES - TRACT 1 VOL. 1423, PG. 263 N O L1 w h 00 Ln Lnrt.? f d HH A-11 106+00 11�7` / 06 al` * 'rt. - r;.Ilik �. a yeIttli - ` w. ... 1 •1 cy .f- r oil 1 ft le 4 i e ` at CURVE DATA A=4°05'24" R=12925.38 T=461.54 L=922.69 107+00 L ✓ PROP 30" WATERLINE 108+00� mine mkt STATE HIGHWAY OSR 4'. ailfW iir- otI 411 r � . At,..*, ' *i• i �4» , . ,z.►, f. • 109+00 EX LIVESTOCK FENCE TO REMAIN CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. 850 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT / APPROX. EXISTING GROUND / -0.22% 5' MIN. COVER m LO f-1 m w ^,.dyv`, ins PROP 30,) WATERLINE O h N m w /1> PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH 110+00 FRED LUTHER, JR. 42.27 ACRES - TRACT 3 VOL. 3873, PG. 313 ,-)99 _ 111+00 CURVE DATA A=1°10'04" R=47171.34 T=480.68 L=961.33 00 Ql N N w 112+00_ Lf1 h Lll Crl (11 w N 0 x 0 Pi° t,I rn 00 N 71 ri 00 c-1 co Q v) w -0.10 /o 0 0 .+. m (/') z J U H ca 320 315 310 305 300 295 290 285 280 n E 275 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 10' 2. CONTRACTOR TO COORDINATE ( 3. WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF '. EXISTING UTILITIES. NOTES BY SYMBOL: "(x)" 5. "FIBER -Will', "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. LJJ z_ J z 0 N U X L.LJ LL' J r J 0 QU wz aJ J o U u_ o U O (r) J J LJJ F&N JOB NO. w 0 Lu V) N N N 0 N 0 • 01/20/2026 DATE 0 0 BALANCE OF PROJECT 100% ADDENDUM 1 o CC SHEEt CARLOS E. QUINTERO c 0 0 C 0 0 w 0 z LLJ N O N O E 71- N 00 , , o O in N O v ro X 1- O I _- 0 0 0 LLJ Lu 0 2 0 C-45 SEQ. 56 APPROVED FILE NAME LE STA 104+50 TO STA 113+00 PLAN AND PROF CV-PPL-PP-02.dwg bb O (0 •— L) 1 N 0 • S_ (13 .00 •— v cu 0 t c V) • v) U c c o C t o c .— co • 0 N O LJJ J 0 Ln i L.L w O- Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg Page 779 of 1298 O1 bJ)L Soo N m d_ d J > a� �a 0- "o Ln L N N � N Z rc c� ✓ v VI • L.L n r z rn H W 0 320 EX 48" RCP p FL= 288.8 _l -EX 48" RCP FL= 292.0 REMOVE AND REPLACE SAFETY END TREATMENT L 114+00 CURVE DATA A=1°10'04" R=47171.34 T=480.68 L=961.33 PI STA 114+15.08 A 1.17° N=10239529.24 E=3504905.52 J I /A 11i+U/.y.i PROP 8" BOV ASSEMBLY N=10239423.90 E=3504885.90 LAURE W. JONES 29.00 ACRES - TRACT 1 VOL. 1423, PG. 263 y /, • • PROPOSED 1 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH REMOVE AND REPLACE 46 LF OF 18" RCP AND SAFETY END TREATMENTS EX 18" RCP FL= 295.6 \1, _115+00 P-23 4411* FRED LUTHER, JR. 42.27 ACRES - TRACT 3 VOL. 3873, PG. 313 STATE HIGHWAY OSR PROP 30" WATERLINE EX 18" RCP FL= 295.9 116+00 41 a, 7'1 r REMOVE AND REPLACE 64 SY OF ASPHALT PAVEMENT EX LIVESTOCK FENCE TO REMAIN TRAMBLE / SANDERS FAMILY & HEIRS VARIOUS DEEDS 315 310 305 300 295 290 BGV ,SSE MIELY STA 113+07.93 N CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. 652 LF 30" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT 285 5' MIN. COVER -0.101% 280 275 • M STA 119+53.90 INSTALL: 1-30"X16"X30" TEE 1 fi16 Itls g ifA LV E 1-16" 90° BEND N=10240061.39 E=3504990.76 REMOVE AND REPLACE 42 SY OF CONCRETE PAVEMENT Ili! PROTECT EXISTING CULVERT AND END TREATMENTS _ EX 18" RCP FL= 298.8 118+00 EX WELL 5 HANDHOLE -EX 18" RCP FL= 299.0 PT STA 118+95.73 N=10240004.53 E=3504977.35 N8°05'10"E CITY OF COLLEGE STATION 1.43 ACRES VOL. 1320, PG. 64 • 1 - 4 PI STA 120+24.50 A 3.86° N=10240132.03 E=3504995.46 STA 120+15.99 PROP 3" CAV ASSEMBLY WITH 3 CONCRETE BOLLARDS N=10240123.60 E=3504994.27 SEE NOTE 6 EX SANITARY CONTROL EASEMENT VOL. 1320, PG. 69 (CITY OF COLLEGE STATION) j 154 LF OF 36" RESTRAINED JOINT WL- / 1\ I N8°05'10"E / / PROP 36" WATER LINE -EX ETC GAS PIPELINE MARKS CRITICAL LOCATE SEE NOTE 1 4.11P1 CUT AND PLUG EX 16" WATERLINE EX 16" WATERLINE TO BE GROUTED AND ABANDONED TRAMBLE / SANDERS FAMILY & HEIRS VARIOUS DEEDS aPla- 148 LF 36" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT DRIVE WAY PROP 30" WATERLINF \ � n •1/1-''ln 1 1 0 ./ Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg r APPROX. EXISTING GROUND 1 -- - --i --- 0.98% I FLO\Af. N DRIVF WAY 1_ <TN WJ APPROX 6" GAS LINE - / MIN 45% - - j �1 Tz TOP = 293.93 M N 00 O M w • • IA rn II , v 320 315 310 305 0.25% 2' MIN. CLR 300 295 290 285 Ln 280 275 0 40' SCALE IN FEET HORIZONTAL 0 5' SCALE IN FEET VERTICAL NOTES: N E c: • C 0 z -0 C C W Ia 4! ✓ v CI) LLcru CC X 80' 10' 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. PROTECT EXISTING WATER WELL FENCING, KEYPAD AND BOLLARDS. 3. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS AT ALL TIMES. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING WITH PROPERTY OWNER AND PLACE TRAFFIC CONTROL DEVICES TO PROTECT WORK ZONE AS REQUIRED. 4. CONTRACTOR SHALL NOTIFY HOMEOWNER AT LEAST 1 WEEK IN ADVANCE BEFORE PERFORMING CONSTRUCTION ACTIVITIES ON DRIVEWAY. 5. CONTRACTOR TO PROVIDE TWO FOOT MINIMUM CLEARANCE BETWEEN PROPOSED PIPELINE AND EXISTING UTILITIES. 6. 6-INCH GAS LINE PARALLELING PROPOSED 30-INCH WL WILL BE ABOVE PROPOSED 16-INCH STUB OUT. APPROXIMATE ELEVATION OF GAS LINE IS SHOWN IN PROFILE. CONTRACTOR TO FOLLOW NOTES 1 AND 5 OF THIS SHEET TO PROPERLY LOCATED AND SUPPORT GAS LINE PRIOR TO CONSTRUCTION 7. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 8. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. NOTES BY SYMBOL: 5. "FIBER-W11", "FIBER-W12", AND "FIBER-W10" 48 STRAND SINGLEMODE FIBER OPTIC CABLE. F&N JOB NO. H 0 V) N N 0 N %....?%%%%-� W z_ J z 0 LLJ J J 0 U z N %-1 r-I % -1 O (!) J W N LD N N J 0 0 L.f) N 0 N 0 01/20/2026 DATE 0 0 BALANCE OF PROJECT 100% ADDENDUM 1 CARLOS E. QUINTERO 0 w z L7 0 0 z 0 0 w 0 CC SHEEt C-46 SEQ. 57 APPROVED FILE NAME LE STA 113+00 TO STA 121+00 PLAN AND PROF CV-PPL-PP-02.dwg bb C f0 •- u 1_N • • ms C(13 0• •- v cu o c C� 0 U C C (3..)O C_c o - U Ln O LJ.J J 0 Ln L.L CC uJ O- Page 780 of 1298 20' UTILITY S E T WPM -APPROX LOCATION FOR EX 36" RCCP WATERLINE STA 122+38.69 A 44°27'25" N=10240316.61 E=3505081.10 STA 122+16.74 A 11°00'00" N=10240300.28 E=3505066.44 EX 30" RCP FL= 306.4- CRITICAL LOCATE SEE NOTE 1 340 335 330 325 320 315 310 305 300 295 290 285 Ln' �-I 01 N I I o_ 0 Cr) 00 m ii (n w P-30 P-29 //' (P LT) 5' MIN CLR EOP EX 30" RCP / I FL= 307.1- Li 0 Ot o Pit CLR 123+00 STA 122+96.13 END 30" WATERLINE A S L: 2-36" BUTTERFLY VALVES 1-36"X36" TEE SEE SHEET C-58 N=10240374.00 E=3505078.58 STA 122+87.17 END STEEL CASING BY TRENCHLESS CONSTRUCTION N=10240365.05 E=3505078.97 124+00 P-33 EE NOTE 4 1 5' MIN CLR EOP P-32 Alf STA 122+46.44 BEGIN STEEL CASING BY TRENCHLESS CONSTRUCTION N=10240324.35 E-3505080.76 125+00 - 638 LF OF EXISTING 36" BAR WRAPPED PIPE TO BE REMOVED N83°14'10"E PI STA 123+37.30 A 3.75° N=10240378.84 E=3505116.74 EX LIVESTOCK FENCE TO REMAIN CUT AND PLUG EX 16" WATERLINE 146 LF 36" DUCTILE IRON WL (PRESSURE CLASS 150) BY OPEN CUT 2' MIN. CLR 1 r STA 1 77+R7 17 FNF) CASINO STA 1: 2+46.44 BEGIN CASING TOP m N 06 m ii ( r) uJ 121+00 122+00 Plot Date: 1/20/2026 8:11 AM Plot By: 08869 Filename: N:\WTU\Drawings\CV-PPL-PP-02.dwg w1 STA 121+17.31 INSTALL: 36"X30" TEE CONNECT TO EX STUB OUT SEE NOTE 2 N=10240222.19 E=3505017.67 Yi /////// I� IG-AN /1 320 PROPOSED 2 - 4" SCHEDULE 40 PVC FIBER OPTIC CONDUITS WITH 4-1" SDR11 HDPE INNERDUCTS VIA TRENCH TRAMBLE / SANDERS FAMILY & HEIRS VARIOUS DEEDS 71\ 41 LF 36" DUCTILE IRON WL i (PRESSURE CLASS 150) 1 \I C4" STEEL CASING BY THE NCHLESS CONS1_ STA LU N Q1 I I oo m CV N � J L/ LLJ N N 0 m ii ( r) LLJ 123+00 .s i 5' MIN. COVER I I 00 0 m ii ( r) uJ / -1114 FILED 10/16/02 VOL. 4905, PG. 228 CURTIS STRONG SURVEY 126+00 CRITICAL LOCATE SEE NOTE 1 -EX 15" CMP FL = 325.2 127+00 11111 PROP 36" WATER LINE REMOVE AND REPLACE 68 SY OF ASPHALT PAVEMENT EX 15" CMP FL = 327.9 REMOVE AND REPLACE 49LFOF15"CMP AND END TREATMENTS -EX 15" CMP FL = 326.9 128+00 PI STA 127+91.56 A 3.77° N=10240432.34 E=3505567.84 N87°00'30"E PI STA 128+87.26 A 0.26° N=10240437.33 E=3505663.41 129+00_ . P-34 SANDY POI NT ROAD5 _ -EX 15" CMP FL = 328.8 = EX 30" WATERLINE TO REMAIN IN SERVICE -EX UTILITY EASEMENT VOL. 1320, PG. 73 (CITY OF COLLEGE STATION) CAUTION: OVERHEAD ELECTRIC. CONTRACTOR SHALL SUPPORT AND PROTECT ALL POWER POLES IN CONSTRUCTION AREA. 'v 833 LF OF 361 RESTRAINED JOINT WL 646 LF 36" DUCTILE IRON WL PRESSURE CLASS 150) BY OPEN CUT APPROX. EXISTING GROUND / / i1 a C 0.10%`' MIN. CLR 0 PROP 36" WATERLINE / m LJ c'F I I 124+00 125+00 126+00 127+00 C / / 3 / 3% J -VV N87°16'10"E STA 128+59.07 PROP 4" CAV ASSEMBLY WITH 3 CONCRETE BOLLARDS N=10240435.86 E=3505635.26 • e. MENEM STA 129+36.92 CONNECT TO EX 36" TEE N=10240439.70 E=3505713.02 WINER �• .74 kr • I - xy. k 41. • Lrl %-I Lr m + oc W N m r,w > STA 123+;9.07 CAV ASSE VIILY -0.10% / / 00 c'F N I I 0 ter64/kilv° rti of / 129+00 • 411 340 335 330 325 320 315 310 305 300 295 290 285 129+50 4. STA 122+63 INSTALL CASING TEST STATION SEE DETAIL 1/C-57. STA 122+96 INSTALL CASING TEST STATION SEE DETAIL 1/C-57. w w w w w w 0 40' 80' SCALE IN FEET HORIZONTAL 0 5' 10' SCALE IN FEET VERTICAL NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. 2. CONTRACTOR TO CONFIRM LOCATION OF EXISTING 30" STUB OUT. ALL FITTINGS AND ADAPTERS ARE INCIDENTAL TO THE CONNECTION WITH THE PROPOSED 36" WATERLINE. 3. CONTRACTOR TO PROVIDE 2 - 4" HDPE CONDUITS WITHIN FULL LIMITS OF TUNNEL LINER FOR FIBER OPTIC. f 1 5. CONTRACTOR TO PROVIDE TWO FOOT MINIMUM CLEARANCE EXISTING UTILITIES. BETWEEN PROPOSED PIPELINE AND w 6. CONTRACTOR TO COORDINATE WITH FRONTIER CABLE TO LOCATE AND REPLACE BURIED WIRE CABLE AS REQUIRED. 7. APPENDIX D OF THE PROJECT SPECIFICATIONS CONTAINS THE "TEST HOLE REPORT - WELLS 10-12". THIS REPORT PROVIDES C ADDITIONAL INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES. H Q 0 LLI 01 N W z J z 0 U W J 0 U z N r-I r-I r-I 1 O J J W N N N J 0 0 LJl N 0 N �-I 0 BALANCE OF PROJECT 100% LI'1 N 0 N 0 LLJ 0 ADDENDUM 1 (B (13 0 0 0 0 1- N 0 0 LLl 0 z Lu N 0 N O E 71- N 00 ,, 0 Lc, N in N v Lo (a X 1- 0 Ln �C_a 0 z 0 0 Lu Lu 0 2 0 CC SHEE1- C-47 SEQ. 58 z W LE STA LL O CC PLAN AP P bb O ro •- (0 0 • crs c f° .00 •- v • °1 o U c C O C L o -c� N c U a N O lII LLJ QJ 0 Ln LL LLJ O- Page 781 of 1298 e 24" X 24" X 6" - 28-DAY CONCRETE STRENGTH • 2000 psi WITH #4 BAR AROUND ALL VALVE BOX, TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL VIEW A - A TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL AWWA C900 PRESSURE PIPE 14 ga INSULATED COPPER TRACER WIRE NOTE: 1. VALVE EXTENSION TO SE USED ONLY WHEN TOP OF GATE VALVE 1S DEEPER THAN 5 FEET FROM FINISHED GRADE. 2, ALL VALVE OPERATING NUT EXTENSIONS ARE TO SE MADE OF STEEL, SIZED AS NOTED AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC WATER LINES SHALL BE EJ 6890, PRODUCT 06800944 LOCKABLE LID, VALVE BOX PER SPECS WITH BOX EXTENSION AS NEEDED 2 SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE4' TO 5' FROMRTp��TppO POFyBOX. tvTg,r NT ESSLVE STEELB6ELTS PVC OR D.I. PIPE w1i!s BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX VALVE OPERATING NUT EXTENSION SQUARE SOCKET 2" DIA INSIDE 21/4' DEPTH 118" MIN WALL ICKNESS) 90' 2" SQUARE x 2" HIGH OPERATING NUT 5"DIAx1I8"MIN THICKNESS STEEL PLATE wI 90° CUT-OUT 1" DIA STEEL ROD 'TWO 3I8"SET SCREWS ON EITHER SIDE TO LOCK THE OPERATING NUT. SCREWS ARE TO BE FLUSH WITH OUTSIDE EDGE OF BOTTOM SOCKET GATE VALVE EXTENSION MEGALUG OR SETSCREW RETAINER NOTE: DIMENSION FOR CONCRETE VARIES WITH WATERLINE SIZE 8" MIN 24" MIN. -A 10' W1-00 W1-01 GENERAL NOTES: 1. FINELY DIVIDED EARTH FREE OF ROCK LUMPS AND CLODS EXCEEDING 6" SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE TO A DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL 15 BEGUN BY ANY MECHANICAL EQUIPMENT. 2. ALL CONCRETE BLOCKING SHALL BE - 28 DAY CONCRETE STRENGTH • 2000ps'. 3. ALL THRUST BLOCKING SHALL PROVIDEA MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL CONCRETE HAS REACHED 7 DAY STRENGTH. 5. ALL PIPE WILL BE LAID SO AS THE ENTIRE BARRED. WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE HYDRANT, 6. ALL FITTING SHALL BE MECHAN1CL JOINTS UNLESS OTHERWISE DIRECTED. 7. HYDRANTS SHALL 8E LOCATED NO CLOSER THAN S FEET MEASURED FROM THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT AND NO FURTHER THAN 15 FEET FROM BACK OF CURB 8. IF MAIN VALVE IS WITHIN 50 FEET OF FIRE HYDRANT THEN ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT LEAD WITH NO ADDITIONAL CONNECTIONS. 9 HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER NOZZLE SHALL BE 18 TO 24 INCHES ABOVE NEAREST FINAL GRADE. 10. FIRE HYDRANTS SHALL COME EQUIPPED WITH STORZ QUARTER TURN PUMPER CONNECTIONS THAT ARE AN INTEGRAL PART OF THE FIRE HYDRANT. AND MUST BE FURNISHED BY THE MANUFACTURER, STORZ ADAPTERS WILL NOT BE ACCEPTED. STANDARD FIRE HYDRANT VALVE BOX PER SPECS 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF SOX. CONCRETE BLOCKING 'TEE OR TAPPIN SEAS REQUIRED A AS REQ MECHANICAL JOIN MAINEit GLANDS OR MEGA LUGS BLOCK AS DIRECTED TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL GROUND LEVEL 24" MAX. 48" MIN. 11,0 TYPICAL UTILITY PIPE UNDISTURBED DIRT END OF LINE CAP/PLUG BEDDING SAND 24" A MIN. PLAN VIEW "-UNDISTURBED DIRT MEGALUG PIPE SECTION A A COMPACTED SELECT FILL V/ 12"MIN. `-CONCRETE END OF LINE BLOCKING NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 8" ABOVE AND ON BOTH SIDES OF COPPER PIPE. 2, PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 3, PIPE SIZE SHALL BE 1" OR 2". 4, SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER TAPPING SADDLE W1 CORPORATION STOP. HOT -BOX POLY ROTC MODEL PHRI (1") WITH HEAT OR MODEL PHR2 12") WITH HEAT OR APPROVE EQUAL AIR RELEASEIVACUUM. BREAKER VALVE - VALMATIC MODEL 2010.2H (1") OR MODEL 2020,21-1 2" OR APPROVED EQUAL W SCREENED HOOD 4" X 3' X 3' CONCRETE PAD (FOR 1" PIPE) 4" X 5' X 3' CONCRETE PAD (FOR 2" PIPE) -TYPE "K" COPPER TUBING -1,A -:i 6" ARIES 6" STD. GATE UAL E WITH SS E.OLiS (SEE NOT 8) OPTIONAL TEAMER NOZZLE CHAINS TO BE REMOVED BY CONTRACTOR PRIOR TO CITY'S ACCEPTANCE OF WORK. FINISHED GRADE BURY LINE 6" D.I. OR C909 PIPE 6" MJ ANCHOR COUPLING PEA GRAVEL - FILL TO 1 FT. ABOVE WEEP HOLE THRUST BLOCK BLOCK USING 12"x12"x4" PRECAST CONCRETE BLOCK 6" X 12" GRADELOK WIM.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) 11c REFER TO TECHNICAL. SECTION 09 0312 FOR TRACER WIRE INSTALLATION • TRACER WIRE MUST BE NSTALLED DIRECTLY ABOVE THE PIPE. METAL DETECTOR TAPE TRACING WIRE 14ga SOLID COPPER WATER LINE TEE OR TAPPING SLEEVE & VALVE AS REQUIRED 24" X 24" X 8" 26-DAY CONCRETE STRENGTH • 2000 psi WITH #4 BAR AROUND ALL VALVE BOX. L7F.WA -A STANDARD FIRE HYDRA GATE VALVE W/VALVE BOX 1AS REQUIRED AS "REQUIREO� ANCHOR 90"BEN GATE VALV WMALVE BOX STANDARD FIRE HYDRANT RIGHT OF WAY LINE f FIRE HYDRANT LOCATION REALIGN AS NEEDED STANDARD FIRE HYDRANT ASSEMBLY ", -02 RAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL 24"x24"x6" CONCRETE PAD (STD.) METAL DETECTOR TAPE TRACER WIRE SHALL END AT A TEST STATION, UTILITY PIPE LOCATION MATERIALS IRON PIPE THREAD COMPRESSION FITTING AND BALLVALVE COPPER EXPOSED TO CONCRETE SHALL BE SLEEVED WITH APPROVED COPPER PIPE SLEEVING SINGLE BODY COMBINATION AIR RELEASE VALVE W3-02 BLACK TEXT- , YELLOW BACKGROUND 10" n IWARNINCi _. DERGROUND PIPELINE CONTACT T HE CITY BEFORE EXCAVATING t� TYPICAL UTILITY PIPE DEAD END -' NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. VALV 7' NO. 1 N WH BACKGROUND 4' 0" 4 0" �. AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL * NOTE: COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95% STANDARD DENSITY PER ASTM D698 W3-00 GALV. NIPPLE 2" METER BOX WITH CAST IRON LID BRASS ELL CONCRETE BLOCKING TO BE IN ACCORDANCE WITH DETAIL W3-00 BRASS NIPPLE GALV. ELL 2, SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN (NOT A SEPARATE PAY ITEM) 2" BLACK PRESSURE TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 8' BLUE, HEAVY DUTY, WING CHANNEL POST C2'X4'X6" CONCRETE SLA RESTRAINED JOINT WI THRUST BLOCK REMOVE AND DISCARD AFTER USE SCH. 40 GALV. PIPE AFTER BLOW -OFF INSTALL MALE QUICK CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE MJ TAPPED CAP WATER 9 MAIN 21 BLOW -OFF RISER OT GREATER THAN 45° 8" DIP WIRETAINING GLAND AT BEND AND PLUG. THRUST BLOCK a.•0" 8" M. J. ELL PLACED ON UNDISTURBED SOIL Y-- U 1iJ ,W1-03 PIPELINE WARNING SIGN 3'X3'X8" CONCRETE SLAB NJ PLUG MAIN LINE \-M. J. TEE OR CROSS VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER z-2' X 4' X 6- CONCRETE SLAB BACK FILL 4NSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED IN -LINE BLOW OFF ASSEMBLY W3-03 MJ PLUG EXIST. GRADE 4" APPROVED PIPE MATERIAL 4" M. J. ELL PLACED ON UNDISTURBED SOIL W3-01 VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL �MJ TAPPED CAP WATER 9 MAIN 41} END OF LINE BLOW -OFF CONCRETE BLOCKING TO BE IN ACCORDANCE WITH DETAIL W3-00 IW3-04 THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ❑NINTERN L PRESSURE OF 200 psl FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER, THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500 psi. 11 25° (ft) 50 55 85 20 35 59 15 20 30 10 .5 (ft) 15 25 45 20 25 35 15 25 35 15 15 1) 5 15 20 15 15 20 15 15 20 15 15 (ft) 09 12 17 09 12 17 09 12 17 09 .2 (ft) 27 40 61 15 22 32 08 11 16 04 Dy 06 ( U• cc o..ncuJLE IID 15to a1 ` A{) vi(C y.E 1 A ffiiAA-, i..5 0.a1 III rf�11 � .d 3.5! 1.5 0.6 NOTE: USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. THRUST BLOCK DETAILS OUR CONCRETE AGAINST \-1:. UNDISTURBED EARTH TRENC W I nT► SECTION X-X NOTE: 0161 IHRUST �� 0 �T� CONCRETE SHALL NOT EXTEND BEYOND JOINTS POUR CONCRETE\ AGAINST UNDISTURBED EARTH C PLAN VIEW w -r ¢Luo Vi0 Loco Loco POUR AGAINST UNDISTURBED EARTH TEE THRUST BLOCK TYPICAL HORIZONTAL THRUST BLOCK W2-00 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2, STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL MAIN. 2'-0" MIN. OPEN CUT-u LIMIT NCASEMLNT WIDTH OF PAVEMENT STEEL CASING - AS REQUIRED NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL "T" POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. S. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 7. METERS AND VALVE BOXES SHALL BE PLACED BY THE CITY UPON PAYMENT OF FEE. 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. L -APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR TAPPED TEE STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS SIDEWALKS STREETS, ALLEYS, DRIVEWAYS,AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STABILIZED (SEE DETAIL W4-02 -AREASTO BE PAVED) OR EXCAVATED SOIL COMPACTED TO 989E MAXIMUM DRY DENSITY AS PER ASTM D598 WITHIN OPTIMUM TO+4% WET OF OPTIMUM (SEE DETAIL W4-02-NON-STRUCTURAL AREAS) STRAIGHT BALL VALVE WI PLUG (2 FOR DOUBLE SERVICE) 1-1I2" BALL VALVE [FOR DOUBLE SERVICE **SEE TECHNICAL SECTION 331213 FOR MATERIAL REQUIREMENTS CONC. CURB & GUTTER 4' MIN. VIE.WA-A DOUBLE SER T7CE STRAIGHT BALL VALVE WITH PLUG 2 FOR DOUBLE SERVICE) \-i" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) _MEE NOTE 1) NEW WATER SERVICE PAVEMENT AREAS STRUCTURAL BACKFILL ARE/1 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) (1 FOR DOUBLE SERViCE) 1-1/2" BALL VALVE {FOR DOUBLE SERVICE ONLY) •-OPEN CUT LIMIT CARRIER PIPE -/ 11 GATE VALVE WNALVE BOX SIDEWALK . W2- DJUSTABLE TOP RUNNERS TO MAINTAIN 1" MAX CLR. MAX STEEL CASING 8" WIDE BAND STAINLESS STEEL (TYPE 304) RENE INSULATION SLEEVE N PIPE AND BAND POLYMER R HER (TYP) NEAREST BELL JOINT (TYP CARRIER PIPE MAX 1-PC. PULL -ON WATER TIGHT NEOPRENE END NOTE: CASING SPACERS 4-RUNNER MIN. (THRLI 24' DIA CASING) OR 6-RUNNER MIN W/ POLYMER RUNNERS OR NON -CENTERED; RESTRAINED FRO OR "CASCAD TERED AR BELL, 2' 2' • CASING PROVIDE 4 RUNNERS AT BOTTOM 45 MIN CASING DETAIL NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED 4. PIPE CROSSING A ROADWAY SHALL SE INSTALLED ABOVE THE MAIN IT TIES INTO WITH A BEND SUCH THAT THE CARREER PIPE CAN BE PULLED ABOVE THE PARALLEL TEE OR TAPPING MAIN. SLEEVE & VALVE AS REQUIRED WATER LINE \--SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER TYPICAL URBAN CITY STREET CROSSING C) SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSIONI_COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSWY AS DETERMINED BY ASTM D6593 (STANDARD) AT A MOISTURE CONTENT WITHR4 OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie...YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED, GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 46 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 2E4 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO OR FORM A BALL WHEN PRESSED IN HAND. Ci CEMENT STABILIZED SAND 1-1 /2" SACKS CEMENT/CY MINIMUM. 2 SACKS CEMENT/CY MINIMUM WHEN DISTANCE BETWEEN WATER LINES AND SANITARY LINES IS < 9FT ORIGINAL GROUND OR BOTTOM OF SUB -GRADE (A) SELECT MATERIAL AT OpTIMUM MOISTURE) PIP UNDISTURBED SOIL NON -STRUCTURAL AREAS PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" ABOVE TOP OF PIPE ENCASEMENT 3"-0 ' BELOW DITCH FLOW LINE. STEEL CASING-/ CARRIER PIPE GATE VALVE WNALVE BOX TEE OR TAPPING SLEEVE & VALVE AS REQUIRED WATER LINE TYPICAL RURAL STREET CROSSING SELECT MATERIAL © CEMENT STABILIZED SAND CKMANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) UNDISTURBED SOIL AREAS TO BE PAVED OR STREE1S TO BE BEDDING AND TRENCH FOR DI PIPE & PVC PIPE NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL EXIS77NG PAVED AREAS, SEE DETAILS FOR OPEN CUT STREETS 2. EVERY i00 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NA77VE MATERIAL DEPENDING ON EMBEDMENT. BLOCK SHALL BE 6 FEET IN LENG771. NO BEDDING SAND IN THIS ARE4. 3, ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA STANDARDS FOR PVC PIPE. 4. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AIA/WA C150/A21.50 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING- 6. RELATIVE COMPACTION SHALLBE TESTED IN THE PRESENCE OF THE CITY ENGINEER. 7. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. 8, ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT_ ,BLOCK SOD WILL BE REQUIRED, BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION COMPLETE AND THEN REMOVED BY CONTRACTOR, ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. co cu LL CU LU 73 .1713 0.1 CC CO • • CARLOS IA III A co ro IN (3 )0I° Ow 1::: " INc _ °I ri.,,.1.--..,, . 0 a, LU 0 LU g 0 o 0 NI >- LU F&N JOB NO. Lu >- co LU 0 CNI 0 BALANCE OF PROJECT 100% CNI 0 LU 01/20/2026 DATE ADDENDUM 1 LLJ Lu cc LLJ sHErt C-54 SEQ 65 LU 121 LU 0 LU 0 C CO o co cT) CO LLJ LL CC LLJ CV-GEN-DT-XING.dwg Plot Date: 1/20/2026 12:17 PM Plot By: 08869 Filename: N:\WTU\Drawings\CV-GEN-DT-XING.dwg Page 782 of 1298 L) c-I O hA 00 7 O > w (1) L7)2 J � d J m J Lf) Q 4 w L u U O N N Lu • Nz• � E occ UN < LL J LJ_ LL (71)- z I ^pp PP PP OHE OHE OHE aJ v) c� 0 LLI O � -- OHE P OHE O ' PP. PP — OHE PP OHE OHE I E F/0 F/0 1 WELL 10 N0 MI IN. i 0 OVERALL SITE PLAN 1"=200' PP OHE — �_ --� P P OHEIC)C4) P P PB RE: 1/E-4 FOR I ADDITIONAL INFORMATION GENERAL NOTES: 1. CONTRACTOR SHALL NOTIFY THE UTILITY, BTU ELECTRIC DELIVERY, AT LEAST 60 DAYS PRIOR TO REQUEST FOR ELECTRICAL SERVICE. UTILITY CONTACT INFORMATION - ROBERTO LOPEZ, (979) 821-5769, RLOPEZ@BTUTILITIES.COM 2. CONTRACTOR IS RESPONSIBLE FOR EQUIPMENT PADS, CONDUIT, ETC. FOR BTU INSTALLATION. CONTRACTOR SHALL COORDINATE WITH BTU FOR ALL REQUIREMENTS. APPENDIX 1 FOR BTU STANDARDS DETAIL. 3. CONTRACTOR SHALL INCLUDE ALL COST AND FEES ASSOCIATED WITH THE ELECTRIC UTILITY CONNECTION. 4. FIELD VERIFY ALL UNDERGROUND PIPING, SERVICES UTILITIES, ETC. PRIOR TO EXCAVATION. CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND SERVICES. 5. CONTRACTOR SHALL PROVIDE ALL CONDUITS, CABLE, JUNCTION BOXES, AND ASSOCIATED HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. 6. ALL EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THIS CONTRACT. NOTES BY SYMBOL "O" 1. BTU WILL PROVIDE THE TERMINAL POLE. COLLEGE STATION UTILITIES (CSU) WILL FURNISH THE UTILITY POLES, CONDUCTORS, AND ASSOCIATED INFRASTRUCTURE TO EXTEND POWER FROM THE BTU TERMINAL POLE TO EACH WELL SITE. THE CONTRACTOR SHALL INSTALL THE OWNER -PROVIDED TRANSFORMER AT THE WELL SITE AND FURNISH ALL MATERIALS DOWNSTREAM OF THE TRANSFORMER AS REQUIRED. ALL ELECTRICAL TERMINATIONS SHALL BE COORDINATED WITH CSU PRIOR TO BIDDING. 2. RE: 1/E-5 FOR TYPICAL WELL SITE CONFIGURATION. 3. REFER TO "FD-1" SHEET, WIRE AND CONDUIT DETAILS. 4. THE METERING POINT SHALL BE PROVIDE BY BTU, CONTRACTOR TO COORDINATE WITH CSU FOR UTILITY POWER CONTINUATION. 0 200' 400' SCALE IN FEET *rocno ^40 ooa �o0 Po oo z z 0 U x l_I_I Lu z - J 0 QU ci 0 Wz WQJ J o N o U 1 O V 1 J J W F&N JOB NO. H >- 0 00 Lu D L SEQ. N O N z 0 U co 0 0 0 0 0 O Lfl v 0 Ln N 0 N N N co X v H c O 0 0 ELECTRICAL U CC U 0 z Lu H O Lu 0 00 0 E-3 81 Lcc n 2 0 Lu 2 0 LID N N O c-I 0 ADDENDUM NO.1 APPROVED FILE NAME z Ci- W DC W 0 EL-ALL-PL-SITE01.dwg dA c 'LA) •§ co 4--' Ln -o c� � v c v- i o 00 0 4 C c (1)O c 0 U 'n •— v v To O N O ru w J Q U (P) >- LL LLJ 0- Plot Date: 1/4/2026 6:11 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITEO1.dwg Page 783 of 1298 18" GENERAL NOTES: cm 0 3m > w co N 2 J d d 5 O U N u,NJ J • W N Z .. cc E 0 ro �n ov � a -I 0 0 TEST WELL ELECTRICAL SITE PLAN POWER, AND CONTROL PLAN 1"=60' PB LETW-A ( LE-TW ) LITTW-A 1 /1HPW12-14,18 2"C. 2 3 1 SPARE LITTW-A 2"C. 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) O LPTW-2 2"C. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SIZING ALL PULL BOXES, JUNCTION BOXES, MANHOLES, ETC. AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. 2. CONTRACTOR TO PROVIDE ALL CONDUITS, CABLE, JUNCTION BOXES AND ASSOCIATED HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. 3. ABOVE THE SLAB CONDUIT ROUTING SHALL NOT INTERFERE WITH THE MAINTENANCE AND OPERATIONS OF MECHANICAL EQUIPMENT, AND NOT INTERFERE WITH THE REMOVAL OF MECHANICAL EQUIPMENT. 4. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER FOR LOCATION OF CABLE/CONDUIT PENETRATIONS INTO TOP/BOTTOM OF EQUIPMENT IN ELECTRICAL ROOM. 5. CONDUIT ROUTING SHALL NOT INTERFERE WITH REMOVAL OF MECHANICAL EQUIPMENT. 6. CONTRACTOR SHALL COORDINATE LOCATION OF CONDUIT STUB -UPS AT THE MINI POWER ZONE AND THE LEVEL TRANSMITTER WITH EQUIPMENT MANUFACTURER. 7. PROVIDE A PULL STRING IN SPARE CONDUITS. STUB UP AND CAP ALL SPARE 2 SPARE 2"C. CONDUITS AT 6" AFF. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) O 8. ALL PULL BOXES SHALL BE AASHTO HS-20 RATED. RE: 5/E-19 FOR DETAILS. 9. 20A 120V CIRCUITS LESS THAN 100'-0" FEEDING MISCELLANEOUS EQUIPMENT SHALL BE 2 #12, #12G., 3/4"C. ALL 120V CIRCUIT 100'-0" AND GREATER FEEDING MISCELLANEOUS EQUIPMENT SHALL BE 2 #10, #10G., 3/4"C. UNLESS NOTED OTHERWISE. 10. ALL INSTRUMENTATION CABLES ROUTED IN UNDERGROUND DUCT BANKS SHALL MAINTAIN A MINIMUM 18" SPACING FROM 480V (OR GREATER) POWER CIRCUITS. ROUTE INSTRUMENTATION CABLES AND PVC COATED RIGID STEEL CONDUIT WHERE THIS SPACING CANNOT BE MAINTAINED. 1 LPTW-1 2"C. NOTES BY SYMBOL "O" 2 LOOP EQUIPMENT DESCRIPTION SPARE 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 1. PROVIDE 3 #1, #6G.,2"CL CONNECT IT TO 100A C.B. AT HPW12-14,16,18. 2. ( PROVIDE 30kVA 480VPRI, 208/120V SEC 3P, 4W MINI POWER ZONE WITH 80A 120/208V BUS RATING. MINI POWER ZONE SHALL BE NEMA 4X 316 STAINLESS STEEL. PROVIDE A MINI -POWER ZONE EQUAL TO EATON MODEL P48G28T3024CUBS64X OR SQUARE D EQUIVALENT. �r r r r r r r ram► ram► r r r r r r r ..16.--A6.--AL. r r _ 3. SITE POLE/LIGHT FIXTURES, RE: E-17 FOR LIGHT FIXTURE SCHEDULE AND RE: 1/E-19 FOR LIGHT POLE DETAIL. 4. ELECTRICAL EQUIPMENT RACK. RE: 2/E-21 FOR DETAILS. INTERCONNECTION DIAGRAM FIELD DEVICE/FIELD WIRING TEST WELL LEVEL LE-TW I LETW-A MANUFACTURERER'S SUPPLIED CABLE LIT-TW I LITTW-A 1 2PR. #18 SHLD., 2"C. (1PR. #18 SHLD. SPARE) PANEL NO. LP-TW MAIN CIRCUIT BREAKER 100 AMPS LOCATION ELECTRICAL HOUSE SERVICE VOLTAGE 208Y/120 VOLTS BUS RATING 100 AMPS FEED FROM "T-TW" A.I.C. 14,000 AMPS NEUTRAL BUS 100 AMPS SECTIONS 1 CKT CKT DESCRIPTION POLE TRIP A B POLE TRIP DESCRIPTION NO. (A) (A) NO. 1 SW LIGHTING POLE 1 20 410 376 1 20 NE LIGHTING POLE 2 3 RECEPTACLE# 1 1 20 1800 1900 1 20 RECEPTACLE# 2 4 — 5 LEVEL TRANSMITTER "LIT-TW" /1-\\ 1 20 1000 1000 1 20 SPARE 6 7 SPARE 1 20 1000 1000 1 20 SPARE 8 9 SPARE 1 20 1000 1 20 SPACE 10 11 SPACE 1 20 SPACE 12 13 SPACE 1 20 SPACE 14 15 3 1 20 SPACE 16 17 SPD 1 20 SPACE 18 19 30 1 20 SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 NOTES: LOAD CLASSIFICATION LIGHTS RECEPTACLES MOTOR HEATING ELECTRICAL EQUIPMENT OTHER SPARE PHASE TOTALS 3786 VA 5700 VA 32A 48A PANEL UNBALANCE 20.2% CONNECTED LOAD (VA) 0 0 0 0 0 0 9486 DEMAND FACTOR ESTIMATED DEMAND (VA) PANEL TOTALS 1 0 TOTAL CONNECTED LOAD: 9486 VA 1 0 TOTAL CONNECTED AMPS: 46 A 1.25 0 NON COI NCI DENT LOAD: 0 VA 1 0 NON COI NCI DENT AMPS: 0 A 1 0 TOTAL DEMAND LOAD: 9486 VA 1 0 TOTAL DEMAND LOAD AMPS: 46 A 1 9486 ii CCIO c z •S cw vv vv vN u-CC ro 41 cc cu cc x L1J z z 0 x LU Lu 0 � U � � wz wJQ oN U l-1 O U d V / J J LU F&N JOB NO. a 0 >- co LLJ V) N ELECTRICAL N U I— I iL N 0 < N J Z U < U z Z o w > Y H a w a w _ 0 0 0 v 0 20' 40' 60' 120' Z SHErt SCALE IN FEET SEQ. E-4 80 N N 0 0 ADDENDUM NO.1 APPROVED FILE NAME TEST WELL ELECTR EL-ALL-PL-SITE14.dwg Plot Date: 1/20/2026 4:32 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE14.dwg Page 784 of 1298 GENERAL NOTES: 0.1 0 N N 0 > w(11 N 2 J d J LIl J Ln Q w L O LIJ U N w • N Z .. co Lc) U < LL J RE: 1/E-7 FOR ADDITIONAL INFORMATION (TYP) "GEN-W10" "XFM R-W 10" (8) IJF/° S2 - - S2 4111111111. S2 '''''-` CAM' A-1 L.. RE: 1/E-6 FOR ADDITIONAL INFORMATION Kfi ap J - F/0 OHE OHE F/0 TYPICAL SITE LAYOUT FOR ALL WELL SITES 1"=20' (WELL SITE 10 SHOWN) • OHE F/0 OHE OHE OHE �oHE-� RE•: E-3 FOR (Alt om pp CONTINUATION 8. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SIZING ALL PULL BOXES, JUNCTION BOXES, MANHOLES, ETC. AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. 2. CONTRACTOR TO PROVIDE ALL CONDUITS, CABLE, JUNCTION BOXES AND ASSOCIATED HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. 3. ABOVE THE SLAB CONDUIT ROUTING SHALL NOT INTERFERE WITH THE MAINTENANCE AND OPERATIONS OF MECHANICAL EQUIPMENT, AND NOT INTERFERE WITH THE REMOVAL OF MECHANICAL EQUIPMENT. 4. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER FOR LOCATION OF CABLE/CONDUIT PENETRATIONS INTO TOP/BOTTOM OF EQUIPMENT IN ELECTRICAL ROOM. 5. CONDUIT ROUTING SHALL NOT INTERFERE WITH REMOVAL OF MECHANICAL EQUIPMENT. 6. CONTRACTOR SHALL COORDINATE LOCATION OF CONDUIT STUB -UPS AT MOTOR, PUMP CONTROL VALVE, AND MOTOR OPERATED VALVE WITH EQUIPMENT MANUFACTURER. 7. THE CONTRACTOR TO PROVIDE CONDUITS AS REQUIRED FOR TRANSITION FROM CABLE TRAY TO EQUIPMENT. 8. PROVIDE A PULL STRING IN SPARE CONDUITS. STUB UP AND CAP ALL SPARE CONDUITS AT 6" AFF. 9. 4160V AND 480V POWER CABLES SHALL BE ROUTED IN THE RESPECTIVE CABLE TRAYS. 10. ALL CABLES IN THE CABLE TRAY SHALL BE TRAY RATED. 11. REFER TO ONE -LINE DIAGRAM FOR FINAL DESTINATIONS AND QUANTITIES OF CABLES AND CONDUITS. ALL CIRCUITS AND FEEDERS SHALL BE ROUTED IN SEPARATE CONDUITS PER ONE -LINE DIAGRAM UNLESS NOTED OTHERWISE. 12. 20A 120V CIRCUITS LESS THAN 100'-0" FEEDING MISCELLANEOUS EQUIPMENT SHALL BE 2 #12, #12G., 3/4"C. ALL 120V CIRCUIT 100'-0" AND GREATER FEEDING MISCELLANEOUS EQUIPMENT SHALL BE 2 #10, #10G., 3/4"C. UNLESS NOTED OTHERWISE. USE MULTICONDUCTOR CT RATED IF ROUTED IN CABLE TRAY. 13. REFER TO EQUIPMENT ELEVATION PLAN FOR MOUNTING HEIGHT OF CABLE TRAYS. 14. ALL CIRCUITS SHALL BE ROUTED IN SEPARATE CONDUIT UNLESS OTHERWISE NOTED. 15. ALL INSTRUMENTATION CABLES ROUTED IN UNDERGROUND DUCT BANKS SHALL MAINTAIN A MINIMUM 18" SPACING FROM 480V (OR GREATER) POWER CIRCUITS. ROUTE INSTRUMENTATION CABLES AND PVC COATED RIGID STEEL CONDUIT WHERE THIS SPACING CANNOT BE MAINTAINED. 16. CONTRACTOR SHALL COORDINATE DUCT BANK PENETRATIONS THROUGH TRANSFORMER PAD AND GENERATOR PAD WITH EQUIPMENT MANUFACTURER. 17. ALL PULL BOXES SHALL BE AASHTO HS-20 RATED. RE: 5/E-19 FOR DETAILS. 18. ALL EQUIPMENT SHOWN DARK SHALL BE PROVIDED UNDER THIS CONTRACT. NOTES BY SYMBOL no" 1. SITE POLE/LIGHT FIXTURES AND SECURITY CAMERAS, RE: E-17 FOR LIGHT FIXTURE SCHEDULE AND RE: 1/E-19 FOR LIGHT POLE DETAIL. 2. POSITION CAMERA TO PROVIDE MAXIMUM COVERAGE OF ELECTRICAL EQUIPMENT, FENCE GATE, AND WATER WELL. RE: PI-5 FOR MORE DETAILS AND RE: 4/E-21 FOR CAMERA MOUNTING. 3. RISER POLE. RE: 2/E-20 FOR DETAILS. 4. STAIR/WORK PLATFORM FURNISHED BY GENERATOR SUPPLIER. 5. CONDUIT STUB -UP, COORDINATE EXACT LOCATION WITH GENERATOR MANUFACTURER. SET GENERATOR SO FUEL CONNECTION SIDE ABUTS CONCRETE PAVED AREA. VERIFY ORIENTATION WITH MANUFACTURER PRIOR TO SETTING; ADJUST PAVING LIMITS AS REQUIRED. 6. THE OVERHEAD POWER SERVICE SHOWN IS DESIGNATED SOLELY FOR WELL 10. RE: 1/E-3 FOR OVERHEAD POWER DISTRIBUTION TO WELLS 11 AND 12. 7. BTU WILL PROVIDE THE TERMINAL POLE. COLLEGE STATION UTILITIES (CSU) WILL FURNISH THE UTILITY POLES, CONDUCTORS, AND ASSOCIATED INFRASTRUCTURE TO EXTEND POWER FROM THE BTU TERMINAL POLE TO EACH WELL SITE. THE CONTRACTOR SHALL INSTALL THE OWNER -PROVIDED TRANSFORMER AT THE WELL SITE AND FURNISH ALL MATERIALS DOWNSTREAM OF THE TRANSFORMER AS REQUIRED. ALL ELECTRICAL TERMINATIONS SHALL BE COORDINATED WITH CSU PRIOR TO BIDDING. 0 20' 40' SCALE IN FEET U_ LL 0 N LU cu cc ra cu H Po �°02� o/ �o oQo0/t, o F&N JOB NO. w >- 0 w D L W z_ J z 0 U w J J 0 U 0 z N r-I 1 O J W N 0 N z w H 0 Lu 0 0 N 0 O O 0 v 0 Ln N 0 N ,n co x v H c 0 0 0 U CC N U H c O Z SHEET SEQ. 0 z (29 0 E-5 82 0 w U 2 0 lD N N 0 0 ADDENDUM NO.1 APPROVED FILE NAME EL-ALL-PL-SITE02.dwg torts 0 •§ U RS� -o cu 0 cn 0 +� c- 0 0 CU To 0 0 r oo J Q U L/i >- LL w O- Plot Date: 1/4/2026 6:11 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE02.dwg Page 785 of 1298 GENERAL NOTES: NOTES BY SYMBOL no" 1. PROVIDE EQUIPMENT RACK FOR EQUIPMENT THAT IS NOT FREE STANDING. CONTRACTOR IS RESPONSIBLE FOR COORDINATING RACK DIMENSIONS AND EQUIPMENT REQUIRING AN EQUIPMENT RACK. RE: 2/E-21. 2. POWER, DISCRETE, AND ANALOG CONDUCTORS SHALL BE ROUTED IN SEPARATE CONDUIT. 3. CONTRACTOR SHALL PROVIDE ALL CONDUITS, CABLE, AND JUNCTION BOXES AND SIZE CONDUITS, CABLE, AND JUNCTION BOXES PER THE NATIONAL ELECTRICAL CODE. 4. ROUTING OF CONDUIT SHALL NOT BE A TRIP HAZARD NOR INTERFERE WITH THE MAINTENANCE OR REMOVAL OF MECHANICAL EQUIPMENT. 5. PROVIDE 2 #12, #12G., 3/4"C.. FOR 120V CIRCUITS, UNLESS OTHERWISE NOTED. 6. ALL JUNCTION BOXES, CONDUIT SUPPORTS, AND FITTINGS SHALL BE 316 STAINLESS STEEL. CONTROLS MOTOR TERMINATION CABINET POWER MOTOR TERMINATION CABINET --ORLT-W10) <I <I� O LER L----� 1 2__ CONTROLS MOTOR TERMINATION CABINET 3/4"C. MSHW10—P 3/4"C. RTDW10—C 3/4"C. VSW10—C 3/4"C. VSW10—A HS1—W10'� HS2—W10 1"C. HS1W10—C HS2W10—C . c-I 0 I=1 I I III-' M 4J • 0 > LJ C(11 H N c J G • a d • J lD J Lr) a 4 LO W N O Lu U N N LL Cr• Z fy 2 L/) U N a LL J • . • 0 4 • • / I RE: 1/E-5 FOR CONTI N UATI ON • . •. .. PSH—W10 ;HPSHW10—C 2"C. ORLTW10—A 2"C. LPW10-20 2"C. POWER MOTOR TERMINATION CABINET .• • . .4 • • a• • . • a • . 1. CONDUITS FROM DUCT BANK SHALL STUB UP INTO THE JUNCTION BOX SHOWN. RE: 2/E-6 FOR DETAILS. CONDUIT FROM JUNCTION BOX TO THE MOTOR TERMINATION CABINET, AND THE CONTROL MOTOR TERMINATION CABINET SHALL BE FLEX CONDUIT. 2. RE: 3 E-20 FOR DETAILS. WP, GFI LP 4SOW10-C 2"C. /1\ I 1 RE: 1/E-5 FOR CONTINUATION 1"C. FITW10—A PLAN 3/8" = 1'-0" UNISTRUT RACK (TYP) • 4. • • a• PROFILE L` J L (WELL SITE 10 SHOWN) 3/8" = 1'-0" (WELL SITE 10 SHOWN) FIT—W10 FE—W10 L`J FITW10—A 2"C. LPW10-14 2"C. SPARE 2"C. FIT—W10 J PIT—W10 ,I ` II , PIT—W10 } i P ITW 10—C 2"C. L� HTC-2P I 1"C. - J I I FE—W1 �—J c II1-111E111 1III III III 0 1' 2' 3/8"=1'-0 C) Li 0 z LL 4' U_ LL N Gp LL v .00 00 ra IN cu H F&N JOB NO. H >- 0 Lu 0 N N N J U U N O N z w H O Lu 0 0 O Ln v 0 Ln N 0 N N u) lII x v H 0 O 0 0 ELECTRICAL U CC N U H cc 0 w z O SHErt SEQ. z 00 0 E-6 83 APPROVED ADDENDUM NO.1 FILE NAME z 0 U IJ z z QJ U z 2 U uJ J J W 0_ EL-ALL-PL-SITE03.dwg Plot Date: 1/4/2026 6:11 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-SITE03.dwg Page 786 of 1298 GENERAL NOTES: NOTES BY SYMBOL "0" O 00 00 00 0 0A ri O N 0 Ln d J< d N c N �aJ W N 0 _ U N u, J N• uJ N Z .. occ E (13� o v co 1. CONTRACTOR TO PROVIDE ALL CONDUITS, CABLE, JUNCTION BOXES AND ASSOCIATED HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. 2. REFER TO ONE -LINE DIAGRAMS FOR MORE INFORMATION ON CABLE AND CONDUIT SIZES. 3. ABOVE THE SLAB CONDUIT ROUTING SHALL NOT INTERFERE WITH THE MAINTENANCE AND OPERATIONS OF MECHANICAL EQUIPMENT, AND NOT INTERFERE WITH THE REMOVAL OF MECHANICAL EQUIPMENT. 4. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER FOR LOCATION OF CABLE/CONDUIT PENETRATIONS INTO TOP/BOTTOM OF EQUIPMENT IN ELECTRICAL ROOM. 5. CONTRACTOR SHALL COORDINATE LOCATION OF CONDUIT STUB -UPS AT MOTOR, PUMP CONTROL VALVE, AND MOTOR OPERATED VALVE WITH EQUIPMENT MANUFACTURER. .... .r.r.r M M .. .. M .. ..-.r.. .. .r.. M W ..-M 6. ( 4160V AND 120V POWER CABLES SHALL BE ROUTED IN THE RESPECTIVE CABLE TRAYS. ALL CABLES IN THE CABLE TRAY SHALL BE TRAY RATED. RE: 1/E-13 FOR CABLE TRAY ELEVATION. 7. REFER TO ONE -LINE DIAGRAM FOR FINAL DESTINATIONS AND QUANTITIES OF CABLES AND CONDUITS. ALL CIRCUITS AND FEEDERS SHALL BE ROUTED IN SEPARATE CONDUITS PER ONE -LINE UNLESS NOTED OTHERWISE. z O • Ln D • uJ %-1z z LLJ LJI --eI_-t RE: 1/E-5 FOR CONTINUATION 1"C.I LPW10-2 I F 10 "LP-W10" -(47) • • • • • LPW10-P I \\ "T2-W 10" 8. 20A 120V CIRCUITS LESS THAN 100'-0" FEEDING MISCELLANEOUS EQUIPMENT SHALL BE 2 #12, #12G., 3/4"C. UNLESS NOTED OTHERWISE. USE MULTICONDUCTOR CT RATED IF ROUTED IN CABLE TRAY. 9. ALL CIRCUITS SHALL BE ROUTED IN SEPARATE CONDUIT UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SIZING ALL MANHOLE, PULL BOXES, AND JUNCTION BOXES AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. 11. ALL MOUNTING HARDWARE SHALL BE 304 STAINLESS STEEL. 12. PROVIDE A PULL STRING IN SPARE CONDUITS. STUB AND CAP ALL SPARE CONDUITS AT 6" AFF. 13. REFER TO SPECIFICATION 23 81 13 FOR HVAC UNITS INFORMATION. / / / / / / / / / r/ / / / T1W10-02P I I/1\ "HP �W10"� I u HPW10-25,27,29I 2"C. / / / / / "GEN-W10" "XFMR-W10" -0 •- - "T1-W10" "RTU-W10" rr I70181 ATO CONTROLS 1. 2. wAY W^i w w tir CABLE TRILL BE PROVIDEwD BY THET LEZTRICAT BUILDING M A UFACTURER.i CONTRACTOR SHALL VERIFY WITH THE MANUFACTURER BEFORE BID. ELECTRICAL BUILDING PROVIDED BY THE MANUFACTURER. 3. CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER FOR PENETRATION DETAIL. 4. LPW10-1 I LPW10-2 I LPW10-3 L 1Q iP\N12 PW;QO CLPW10-9,11,13 LPW10-10JW10-12I W10-14 I LPW10-18 I LPW10-20 I T1W10-01P I "T1-W10" LPW10-4 LeW10-8 "SWG R-W 10" 3"C. I VFDW10-1P1-\,.._. "VFD-W10" TYPICAL ELECTRICAL BUILDING POWER PLAN FOR ALL WELL SITES 3/4" = 1'-0" (WELL SITE 10 SHOWN) 1"C. I HPW10-2,4,6 "HVAC-2" n 5. PROVIDE A VIDEO SURVEILLANCE CONTROL PANEL. /1\ 6. PROVIDE A HEAT TRACE CONTROLLER "HTC". 7. PROVIDE HVAC CONTROLLER. 8. ( PROVIDE LIGHTING CONTRACTOR PANEL. RE: 1/E-15 FOR LIGHTING CONTRACTOR CONTROL SCHEMATIC. 9. IHTC-1PIHTC-2PI SPARE I 10. ROUTE CABLE/CONDUIT TO THE LOW VOLTAGE POWER CABLE TRAY. HP-W10 �/v v IVFDW10-1P13"C. P / / / / / / / / / RE: 1/E-5 FOR CONTINUATION "HVAC-3" 1"C. I HPW10-13,15,17 "VFD-W10" HP-W1- CABLE TRAY LEGEND LV CABLE TRAY/CONTROLS MV OTHER "HVAC-4" 0 6" 1' 2' 3/4"=1'-0 N CIO CIO 0 0 w v 07) .EC co cu CC F&N JOB NO. 1- 0 >co - LLJ N LL 0 w z z 0 U J J 0 U 0 z N r-I T -1 O t/1 J J N N J 0 0 N 0 N z 0 0 0 0 co C 0 N 0 0 o E 0 N 00 u O O O N Lc.v 0 o C o C 0 0 0 >>N 0 00 LA 0 - 00 0 z W H N • Lu O 0 O z SHErt SEQ. z 0 E-7 84 0 0 .0 C 0 v 0 L/) APPROVED FILE NAME eo °J C(0 0 CUN 00 C L W- C C N 0 in t C O C C 0 L O co C m 0 w Lu l..) U N N 0 0 0 ADDENDUM NO.1 EL-ALL-PL-POWR01.dwg Plot Date: 1/5/2026 11:18 AM Plot By: 08380 Filename: N:\ELEC\EL-ALL-PL-POWR01.dwg Page 787 of 1298 GENERAL NOTES: 7. REFER TO INTERCONNECTION DIAGRAM FOR FINAL DESTINATIONS AND QUANTITIES OF CABLES AND CONDUITS. NOTES BY SYMBOL "O" 8. HVAC CONTROLLER. c-I O ao .. � m rl � 0 W J CC f6 N (._7.), 2 O J O WLu 0 0 U N w • N Z .. cc)� U < LL J 1. CONTRACTOR TO PROVIDE ALL CONDUITS, CABLE, JUNCTION BOXES AND ASSOCIATED HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. 2. REFER TO INTERCONNECTION DIAGRAMS FOR MORE INFORMATION ON CABLE AND CONDUIT SIZES. 3. ABOVE THE SLAB CONDUIT ROUTING SHALL NOT INTERFERE WITH THE MAINTENANCE AND OPERATIONS OF MECHANICAL EQUIPMENT, AND NOT INTERFERE WITH THE REMOVAL OF MECHANICAL EQUIPMENT. 4. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER FOR LOCATION OF CABLE/CONDUIT PENETRATIONS INTO TOP/BOTTOM OF EQUIPMENT IN ELECTRICAL ROOM. 5. CONTRACTOR SHALL COORDINATE LOCATION OF CONDUIT STUB -UPS WITH EQUIPMENT MANUFACTURER. 6. CONTROL CABLES SHALL BE ROUTED IN THE RESPECTIVE CABLE TRAYS. ALL CABLES IN THE CABLE TRAY SHALL BE TRAY RATED. RE: 1/E-13 FOR CABLE TRAY ELEVATION. XEW10-1 TO RTU "T2-W 10" RE: 1/E-5 FOR CONTINUATION 8. PROVIDE STEEL BARRIERS IN INSTRUMENTATION AND CONTROLS CABLE TRAY TO SEPARATE 4-20mA ANALOG SIGNAL CABLES AND RTD CABLES FROM 120V AND DISCRETE SIGNAL CABLES. 9. ALL MOUNTING HARDWARE SHALL BE 304 STAINLESS STEEL. 10. THE CONTRACTOR TO PROVIDE CONDUIT AS REQUIRED FOR TRANSITION FROM CABLE TRAY TO EQUIPMENT. 11. ROUTE CONDUIT BELOW GRADE. ALL CIRCUITS SHALL BE ROUTED IN SEPARATE CONDUIT PER INTERCONNECTION DIAGRAM UNLESS NOTED OTHERWISE. GENW10-3C GENW10-02CT "GEN-W10" 2"C I T1W10-C H SWGW10-3C GENW10-01CT "XF M R-W 10" "T1-W 10" 4 "RTU-W10" VFDW10-C VFDW10-A VSW 10-A O RTW 10-A PSHW10-C ZSOW10-C pin it FITW10-A SWGW10-A GENW10-2C SWGW10-3C GENW10-3C ! GENW10-2C GENW10-COM SWGW10-A GENW10-1C SWGW10-2C GENW10-A GENW10-1C ATO CONTROLS 1. CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER FOR PENETRATION DETAIL. 2. 3. 4. 5. 6. 7. HTC—C I SPARE ROUTE CABLE/CONDUIT TO THE CONTROLS POWER CABLE TRAY. VIDEO SURVEILLANCE CONTROL PANEL/"SP". PROVIDE A HEAT TRACE CONTROLLER "HTC". LIGHTING CONTRACTOR PANED 1 HVAC CONTROLLER. "T1-W10" "HVAC-1" "SWG R-W 10" "VFD-W10" "HVAC-2" VFDW10-C VPW1�-� MSHW10-P RTDW10-C ZSOW10-C PSHW10-C HS1W10-C HS2W10-C VSW10-C TYPICAL ELECTRICAL BUILDING INSTRUMENTAION & CONTROLS PLAN FOR ALL WELL SITES 3/4" = 1'-0" (WELL SITE 10 SHOWN) 9. EXTERIOR LIGHTING CONTRACTOR PANEL. RE: 1/E-15 FOR LIGHTING CONTRACTOR CONTROL SCHEMATIC. "HVAC-3" "VFD-W10" TO XEW10-1 CABLE TRAY LEGEND LV CABLE TRAY/CONTROLS J "HVAC-4" 0 6" 1' 2' 3/4"=1'-0 N LL N C CU v .00 00 ra IN cu H 4c4( o cn:CV. 44110r�1 Po o —�* ono oo�0� �4o oa000„>o�� o o Y o N N a 0 ono.— LJ '0 A 8W8� oLj� %\\\. 01/07/2026 cn Q X w z 0 W w J J O O 0 F&N JOB NO. H 0 co w 0 L O N O N Z w H 0 0 0 cv 0 0 N 0' 0 0 N 0 N N co (11 0 0 0 0 U CC U 0 z O Z SHEET SEQ. 0 E-8 85 o E 0 0 0o 0 • 0 cu O v a� 0 O v a Lcc n 2 APPROVED ADDENDUM NO.1 z J J 0 cc z 0 U oi z 0 z w FILE NAME E L-ALL- P L-CT R L01. d wg Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-CTRLO1.dwg Page 788 of 1298 Lo c-I a -o o w > Z�, Jcc J G a J • 0 Q L.ri W N U N W • N Z. o ▪ r cn Q v°J < J GENERAL NOTES: 1. EMERGENCY LIGHTING, INCLUDING EXIT LIGHTING, IS NON -SWITCHED AND MUST BE CONNECTED TO THE LIGHTING CIRCUIT FOR THE ROOM. 2. CONTRACTOR SHALL PROVIDE ALL CONDUITS, CABLE, JUNCTION BOXES, AND ASSOCIATED HARDWARE FOR A COMPLETE AND OPERATIONAL SYSTEM. 3. PROVIDE IDENTIFICATION LABELS FOR ALL REMOTE SWITCHES, DISCONNECTS, AND JUNCTION BOXES. 4. ALL JUNCTION BOXES, CONDUIT SUPPORTS, AND FITTINGS SHALL BE 316 STAINLESS STEEL. 5. CONDUIT ROUTING SHALL NOT INTERFERE WITH THE REMOVAL OF MECHANICAL EQUIPMENT. LPW10-6 d tt P LPW10-3 LPW10-2 "LP-W10" "T2-W 10" LPW10-6 A 6. ALL CIRCUITRY SHALL BE MINIMUM 2 #12, #12G., 3/4"C. UNLESS NOTED OTHERWISE. FOR POWER CIRCUITS GREATER THAN 100'-0" PROVIDE 2 #10, #10G., 3/4"C. 7. ALL LIGHTING TO BE TRAY RATED #10 WITH #10G. IN 3/4"C. UNLESS NOTED OTHERWISE. CONTRACTOR TO PROVIDE ALL WIRING AND CONDUIT AS REQUIRED BETWEEN LIGHT SWITCHES AND LIGHTING CONTRACTOR/LIGHTS. 8. ALL RECEPTACLE WIRING TO BE TRAY RATED A MINIMUM @12 WITH #12G. IN 3/4"C. UNLESS NOTED OTHERWISE. 9. CONDUIT FOR EXTERIOR BUILDING MOUNTED LIGHTS, RECEPTACLES AND CAMERAS TO BE INSTALLED INSIDE OF BUILDING. 10. RE: E-17 FOR LIGHTING FIXTURE SCHEDULE. LPW10-4 --� AE A 1 TO LIGHTING CONTACTOR I( PANEL I PCI "HP-W10" AE AE "GEN-W10" "XFMR-W10" "T1-W10" "RTU-W10" ATO CONTROLS "HVAC-1" AE "HVAC-2" NOTES BY SYMBOL "Q" 1. MOUNT PHOTOCELL TO ROOF. POINT IN NORTHERN DIRECTION. 2. VIA LIGHTING CONTACTOR. APPLIES TO ALL OUTDOOR WALL PACK LIGHTING. 3. PROVIDE EXTERIOR LIGHTING CONTRACTOR PANEL. RE: 1/E-15 FOR LIGHTING CONTRACTOR CONTROL SCHEMATIC. A A "T1-W10" LPW10-3 "SWG R-W 10" "VFD-W10" TYPICAL ELECTRICAL BUILDING LIGHTING & RECEPTACLES PLAN FOR ALL WELL SITES 3/4" = 1'-0" (WELL SITE 10 SHOWN) "HVAC-3" AE A "VFD-W10" LPW10-6 LPW10-3 LPW10-3 J "HVAC-4" 3/4"=1'-0 L 0 0 U 2 Q) v LL 2' LL E Q1 00 cc F&N JOB NO. Lu >- m w D N N es, J 0 0 N 0 N Z Lu H O Z SHEET SEQ. o � O 0 N 00 U N O o a, xm >o 0) c- 0 0, = 0- 0 cc 'n U 1 Q > w Z N w Z 0 E-9 86 O w U w LSD U N N 0 O /1\ ADDENDUM NO.1 APPROVED FILE NAME EL-ALL-PL-LTNG01.dwg 1 Page 789 of 1298 Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-PL-LTNG01.dwg GENERAL NOTES: 00 00 0 c I O > 0 co Z CD 2 J d d LD c J ; J � () N JO CD N u, J N W • N Z CC E o (13� v 1 1 1 1 • • P/G \ 013 / 1 1 PLATFORM nn 0 z w PLATFORM -- • -., ♦ 1 1 1 G (TYP) • • (TYP) • / / 6 "XF M R-W 10" , 1 / G ♦ -- 1 1 • / i 1110. .1010. ImM ow. ♦ • • • • ♦ • G 1 1 1 \ G • • 1 • TYPICAL BUILDING GROUNDING PLAN FOR ALL WELL SITES 1/8" = 1'-0" (WELL SITE 10 SHOWN) • • - E1 ■�1 ♦ • • • !P •` ♦ • II:'a11.Al .11 II11=1IIr`I 11 - 1 1 1 1 • • • / / 1 / / 1. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT MANUFACTURERS FOR LOCATIONS TO TERMINATE #4/0 GROUND CONDUCTORS TO EQUIPMENT PRIOR TO INSTALLATION OF GROUND PADS AND EQUIPMENT. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AS REQUIRED FOR A COMPLETE GROUNDING SYSTEM. THE GROUNDING PLAN DOES NOT SHOW ALL GROUNDING AS REQUIRED BY CODES, STANDARDS AND THE SPECIFICATIONS. THE CONTRACTOR WILL GROUND ALL EQUIPMENT IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND SPECIFICATION 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS AND SPECIFICATION 26 41 13, LIGHTNING PROTECTION FOR STRUCTURES. 3. THE LIGHTNING PROTECTION SYSTEM SHALL HAVE DEDICATED GROUND RODS FOR EACH DOWN LEAD. THE DEDICATED RODS SHALL BE BONDED TO THE NEAREST COUNTER POISE GROUND ROD. BONDING THE LIGHTNING PROTECTION DOWN LEAD DIRECTLY TO THE COUNTER POISE GROUND RODS OR CONDUCTORS IS PROHIBITED. 4. THE LIGHTNING PROTECTION COMPANY SHALL PROVIDE A COMPLETE AND OPERATIONAL SYSTEM FOR THE SITE. INCLUDE ALL COSTS AND FEES IN THE BASE BID. 5. THE GROUND LOOP CONDUCTOR SHALL BE #4/0 BARE TINNED COPPER. 6. FOR GROUND CONNECTION TO EQUIPMENT PROVIDE GROUND PAD IN TOP OF EQUIPMENT PAD AND CONNECT TO EQUIPMENT GROUND BUS. 7. INSTALL #4/0 GROUND CONDUCTOR THE LENGTH OF THE CABLE TRAYS. BOND GROUND CONDUCTOR TO EACH CABLE TRAY SECTION AND BOND TO THE BUILDING GROUNDING SYSTEM. 8. CONTRACTOR SHALL BOND BARE COPPER GROUND ROUTED IN UNDERGROUND DUCT BANKS TO BUILDING GROUNDING SYSTEMS. 9. RE: 8/E-18 FOR FENCE POST AND FENCE GATE GROUNDING DETAIL. 10. GROUND ROD TEST WELL SHALL BE AASHTO HS-20 RATED (TYP). NOTES BY SYMBOL "O" 1. CONTRACTOR TO PROVIDE GROUND TEST. WNW 2. #4/0 CONDUCTOR TO 4160V SWITCHGEAR. RE: 3/E-18 FOR GROUNDING PAD IN SLAB DETAIL. 3. #4/0 CONDUCTOR TO 1500kW GENERATOR. RE: 3/E-19 FOR PAD -MOUNTED EQUIPMENT GROUND PAD DETAIL. 4. #4/0 CONDUCTOR TO VFD. RE: 3/E-18 FOR GROUNDING PAD IN SLAB DETAIL. 5. #4/0 CONDUCTOR TO "RTU" PANEL. RE: 3/E-18 FOR GROUNDING PAD IN SLAB DETAIL. 6. #4/0 CONDUCTOR TO 2.5MVA UTILITY TRANSFORMER. RE: 5/E-18 TRANSFORMER DETAIL (TYP), AND 4/E-19 FOR 2.5MVA TRANSFORMER GROUNDING DETAIL. 7. #4/0 CONDUCTOR TO 75kVA, 480V-208Y/120V DRY TYPE TRANSFORMER. RE: 3/E-18 FOR GROUNDING PAD IN SLAB DETAIL. 8. #4/0 CONDUCTOR TO 225kVA, 4160V-480Y/277V TRANSFORMER. RE: 3/E-18 FOR GROUNDING PAD IN SLAB DETAIL 9. #4/0 CONDUCTOR TO MOTOR ENCLOSURE GROUND PAD. RE: 3/E-19 FOR PAD -MOUNTED EQUIPMENT GROUND PAD DETAIL. 10. #4/0 CONDUCTOR TO GENERATOR PLATFORM. 11. #4/0 CONDUCTOR TO STAND-BY GENERATOR PAD. 12. 3/4"X10'-0" 316 STAINLESS STEEL GROUND ROD. 13. CONTRACTOR PROVIDE LIGHTING PROTECTION AIR TERMINALS AND CONNECT GROUND RODS TO LIGHTNING PROTECTION AIR TERMINALS, SET EACH TERMINAL TIP HIGHER THAN THE MOTOR, NOT TO EXCEED 20'-0". PROVIDE A CONCRETE BASE FOR EACH TERMINAL. REFER TO SPECIFICATION 26 41 13 - LIGHTNING PROTECTION FOR STRUCTURES FOR DETAILS. 14. ( RE: 1/E-20 FOR FENCE POST & FENCE GATE GROUNDING DETAIL. 0 4' 8' 16' 1/8"=1'-0" F&N JOB NO. N N J 0 0 01/07/2026 La N 0 N z w 7 0 0 (i1-• c O 0 c c 0 N 0 0 0 0 v 5 a 0 z O z SHErir SEQ. z 0 O N N (13 X v 1- c 0 0 o E O 00 O ") o W 0 v c 0 v cc cc 2 cc 1.0 N N 0 0 ADDENDUM NO.1 E-10 87 APPROVED FILE NAME i 0 0 v c 0 (13 0 O EL-ALL-PL-GRND01.dwg Plot Date: 1/6/2026 12:47 PM Plot By: 08380 Filename: N:\ELEC\EL-ALL-PL-GRNDO1.dwg Page 790 of 1298 rn c-I bO 7 m O N U IL 2 9 J co cciJ p w O Lu U N w Cr• Z .. oru UN < LL J 1 2 3 4 5 1 2 L 0 SWGW10-P I 5"C. SPARE [-5Irc. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) VSW 10-A I 1 0- 3"C. FIT10-A OR 1 W10-A RTDW10-C 2"C. VSW10-C ZSOW 10-C PSHW10-C 3"C. HS1W10-C S2W10-C_, MSHW10-P LPW10-14 4"C. LPW10-20 JHTC-1 P HTC-2 P SPARE 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) LPW10-5 SPARE 2"C. r2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) L 000 GENW10-P 2 SPARE 5"C. F5"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 1 LPW10-8 LPW10-10 2 CAMERA1-C 2"C. SPARE 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) O 00E CXXXD 1 GENW10-1C 2 GENW10-2C 3 GENW10-COM 4 GENW10-01CT GENW10-02CT 5 GENW10-A 6 SWGW10-1C 7 LPW10-9,11,13 8 SPARE 1 2 4"C. 3"C. 2"C. 2"C. 2"C. 2"C. 2"C. 4"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) LPW10-7 LPW10-12 CAM E RA2-C CAM E RA3-C - SPARE 2"C. 2"C. 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) • 00E O ®00 00® (DO® 1 LPW10-20 MSHW10-P 2 RTDW10-C 1 MSHW10-P 2"C. VSW10-C 3 HS1W10-C 2 RTDW10-C 2"C. HS2W10-C VSW10-C 4 VSW10-A 3 HS1W10-C 2"C. HS2W10-C 5 ORTW10-A 4 VSW10-A 2"C. 6 5f HTC 1P 2"C. 7 jHTC-2P 6 SPARE 2"C. 8 DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) fHTC-1P HTC-2P SPARE 2"C. 2"C. 2"C. 2"C. 2"C. 2"C. 2"C. 1 2 10® PMPW10-P 4"C. SPARE 4"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 010000®® CXXXXXX) 1 GENW10-1C 4"C. 2 GENW10-2C 3"C. 3 GENW10-COM 2"C. GENW10-01CT „ 4 GENW10-02CT 2 C. 5 GENW10-A 2"C. 6 SWGW10-1C 2"C. 7 LPW10-9, 11, 13 2"C. 1 F ITW 10-A 2 PITW10-C 3 LPW10-14 2"C. 4 SPARE DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 8 9 10 11 12 13 14 GENERAL NOTES: 1. DUCT BANK DETAILS SHOWN ARE TYPICAL FOR ALL WELL SITES. NOTES BY SYMBOL "Q" 1. CONTRACTOR SHALL PROVIDE 2#10, #10G BETWEEN THE HEAT TRACE CONTROLLER "HTC" AND EACH HEAT TRACE ELEMENT. VSW10-A 0- F ITW 10-A O R1S 10-A RTDW10-C VSW 10-C ZSOW 10-C PSHW10-C HS1W10-C HS2W10-C MSHW10-P PW10-5 LPW 10-14 LPW10-8 LPW10-10 LPW10-7 LPW10-12 LPW10-20 HTC-1P HTC-2 P SPARE SPARE DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 2"C. 2"C. 2"C. 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 3"C. 2"C. 3"C. 2"C. 3"C. 4"C. 4"C. MSHW10-P 2„C LPW10-20 RTDW10-C 2"C. VSW10-C HS1W10-C 2"C. HS2W10-C VSW10-A 2"C. O RTW 10-A 2"C. HTC 1 P 2"C HTC-2 P SPARE 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) 1 ®00® CXX) MSHW10-P LPW10-20 2 RTDW10-C VSW10-C 3 HS1W10-C HS2W10-C PSHW10-i 4 VSW10-A 5 ORTW 10-A 6 •JHTC-1P HTC-2 P 7 SPARE 2"C. 2"C. 2"C. 2"C. 2"C. 2"C. 2"C. DUCT BANK DETAIL NOT TO SCALE (WELL SITE 10 SHOWN) F&N JOB NO. '001oo o(9 ELECTRICAL t�0 N U in H CC 2 '71- N O • Q - z U -' z z 0 0Q▪ w _ O 0 0 lD w a N 0 O 0 w D L O Z SHEET SEQ. ADDENDUM NO.1 E-11 88 Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-DUCT01.dwg APPROVED FILE NAME E L-ALL-DT- D U CT01. d wg Page 791 of 1298 LO c-I O o CS aw J > w z 0 („ t2 9 a J OO J r-I a,n 11.1 LC) / N U O Lu N • w Cr Z U — N a LL J GENERAL NOTES: 1. CONDUIT SIZES SHOWN ARE MINIMUM SIZE. PROVIDE LARGER SIZE CONDUIT WHERE INDICATED IN THE DUCT DETAILS OR PLAN SHEETS. 2. ALL CABLES ROUTED IN THE CABLE TRAYS SHALL BE CABLE TRAY RATED. NOTES BY SYMBOL "0" 1. GENERATOR MANUFACTURER PROVIDED PANEL. PANEL IN INTERNAL TO THE GENERATOR AND IS USED FOR GENERATOR SHORE POWER. 2. NEUTRAL GROUNDING RESISTOR IF REQUIRED BY THE GENERATOR MANUFACTURER. THE CONTRACTOR MUST COORDINATE EXACT LOCATION OF THE NEUTRAL GROUNDING RESISTOR WITH THE GENERATOR MANUFACTURER AND PROVIDE GROUNDING CABLES AS REQUIRED. THE NEUTRAL GROUNDING RESISTOR SHALL BE SIZED AT 6 OHMS, AND RATED TO WITHSTAND A FAULT CURRENT OF 400A FOR 10 SECONDS. 3. CT RATIO IS SHOWN FOR INFORMATION ONLY. GENERATOR MANUFACTURER IS RESPONSIBLE FOR PROPERLY SIZING CT'S. 4. MANUFACTURER SHALL SIZE THE SPD CIRCUIT BREAKER ACCORDINGLY. 5. THE CONTRACTOR SHALL INSTALL THE OWNER -PROVIDED TRANSFORMER AT THE WELL SITE AND FURNISH ALL MATERIALS DOWNSTREAM OF THE TRANSFORMER AS REQUIRED. ALL ELECTRICAL TERMINATIONS SHALL BE COORDINATED WITH CSU PRIOR TO BIDDING. 6. BTU WILL PROVIDE THE TERMINAL POLE. COLLEGE STATION UTILITIES (CSU) WILL FURNISH THE UTILITY POLES, CONDUCTORS, AND ASSOCIATED INFRASTRUCTURE TO EXTEND POWER FROM THE BTU TERMINAL POLE TO EACH WELL SITE. 7. THE CONTRACTOR SHALL PROVIDE THE FUSE -CUT OFF AT THE WELL SITE TRANSFORMER AND FURNISH ALL MATERIALS DOWNSTREAM OF THE TRANSFORMER AS REQUIRED. ALL ELECTRICAL TERMINATIONS SHALL BE COORDINATED WITH CSU PRIOR TO BIDDING. ®E11 FUSE , CUT-OUT L SERVICE TRANSFORMER r "XFMR-W11" II ��I 2.5MVA 11 12.47kV PRI FROM 12.47kV OHE U sos UTILITY METER r11 1 ) IFUSE CUT-OUT L_'J —I SERVICE TRANSFORMER I "XFMR-W12" ICV-1 I2.5MVA L—= J 12.47kV PRI 4.16kV SEC SWGW12-1P 2 SETS EACH 0 1 m "SWG-W12" FROM 12.47kV OHE UTILITY METER L(JCUT-OUT "✓'FUSE —I SERVICE TRANSFORMER I "XFMR-W10" ICV I2.5MVA L—= J 12.47kV PRI 4.16kV SEC SWGW10-1P 2 SETS EACH "SWG-W10" UTILITY ONE -LINE FOR EACH WELL SITE NOT TO SCALE Filename: N:\ELEC\EL-ALL-DG-ONEL01.dwg T1-W 10" I`I 225kVA Ill 4160V PRI L — = J 480Y/277V SEC 3P, 4W r)3P125A 400A I 3P o--I SPD L — J "HP-W10" PANEL I T2 W 10-01 P 1 3 #1, #6G., 2"C. XFMR "T2-W10" 75kVA 12 1, v 1480-208Y/120V L—= J 3PH, 4W 0 J 4 #4/0, #2G., 2 1/2"C. TO "XFMR-W10" RE: 1/E-12 FOR CONTINUATION SCl / I LA 2PT'S HI II- -1I II--3 2PT'S IHHI 11—* MULTILIN SR850 3 CT' S (- 50:5 L 50:5C. —)3CT'S _.)1200:5 1CT �50:5 MULTILIN SR850 UPS �ATOI- 3CT'SC- 300:5C, 1CTC- 50:5C— t 2PT'S R "GEN-W10" 1500kW, 1875kVA 4160V, 3PH r 1 2 N (SC LA "SWG-W10" 2PT'S °{1=-3 F=1:1- 3CT'S(- 500:5 ( _ 1CT� 50:5 120_0A_ MULTILIN SR850 r MULTILIN SR850 1200A, 4160V, 3PH, 3W, 50KAIC 1 I I 2PT'S 1 L J 1 "1 225A 7 I / 3P 125A „I IGPW10-PI LP-W 10 Ia 1 r PANELI 111_01—o — 1 4#1, #6G., 1 c) 125A � SPD 2"C I 4 3P "LP-W10" PANEL JHSPDL J "GP-W10" PANEL "P-W 10" "VFD-W10" TYPICAL ONE -LINE DIAGRAM FOR WELL SITES NOT TO SCALE (WELL SITE 10 SHOWN) U_ LL N LU GO CU v v .00 00 ra IN cu H INNAA �c4: :CV. 4 ( P., oo a �° 0° II o f�,�� onD o CD(7 °02�/ #oCV, o 0 0 o o Z o N Z° Q sm.L sz• oo o• '0 A 8W8� o°Lj� 01/07/2026 w z z 0 x w LUEN 0 I= U p W Wz Q >- J oN r-1 o U 1 O % -1 ui J w F&N JOB NO. w >- co 0 w D L N N z w H 0 0 N 0 0 O v 0 Ln N 0 N N u' fa x v H c 0 0 0 U CC in U H c 0 z O z SHEET SEQ. z 00 0 ADDENDUM NO.1 E-12 89 APPROVED FILE NAME EL-ALL-DG-ON EL01.dwg Plot Date: 1/4/2026 6:11 PM Plot By: 04169 Page 792 of 1298 c-I O -0 CO O N > > w co J N w th oa ▪ 01 J N-I W ▪ N • O U N w • N Z 0 0 co (n U N ro < LL J CABLE TRAY LEGEND LV CABLE TRAY/CONTROLS MV OTHER r HOUSEKEEPING PAD J "GEN-W10" 36" 1 1 1 ELEV. 120" 1 1 1 IN EP 36" CABLE TRAY ELEV. 120" CABLE TRAY ELEVATION NOT TO SCALE "XF M R-W 10" 36" ATO CONTROLS 36" 180" "T1-W 10" 36" "VFD-W10" 36" TYPICAL SWGR ELEVATION FOR WELL SITES NOT TO SCALE (WELL SITE 10 SHOWN) rn HOUSEKEEPING PAD INPUT CONTACTOR/ DISCONNECT LV LV MV MV CONTROL CABINET LV LV GENERAL NOTES: 1. EQUIPMENT DIMENSIONS SHOWN ARE MAXIMUM ALLOWED. CONTRACTOR SHALL FIELD VERIFY EXACT DIMENSIONS. 2. ALL EQUIPMENT SHALL BE FRONT ACCESSIBLE ONLY. VFD LV MV 118" 4160V VFD ELEVATION NOT TO SCALE TOP FAN MV c30 oYo N lna 1 Zola Q/ ogo� L,J 0 0 Oj /6 8W8oLj� lr� ; og oP‘VVOZ`=`F�� 01/07/2026 W z z 0 x w w ~ J 04 � U Wz WQJ J oN o U 1 O V 1 J J W N 0 N z F&N JOB NO. w >- 0 m LLJ 0 Ln In O SHErkr E-13 SEQ. 90 ELECTRICAL U CC N U H c ADDENDUM NO.1 APPROVED FILE NAME z 0 W J W z W EL-ALL-DG-ELEV01.dwg Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-ELEV01.dwg Page 793 of 1298 rn uno m o w CC co ULn 22 J LIl J r-I Q � w � O Lu U N 71- • w N Z .. 71)v> E 0 2 Ln UN < LL -04 « « A E.STOP 1 n � E.STOP SCADA r LOCKOUT ��I I/I J L—JA CTR3 HIGH PRESSURE DISCHARGE r OFF 'HAND i SCADA ' L--_1 X00-J■ @ MOTOR b 00X CR2 CR1 II CR2 CR4 HIGH PRESSURE SWITCH r cI "J■ OVLS-2 r L—J■ CR2 CTR2 �CHECK� VALVE FAILURE PRESSURE FAILURE RESET 4160VAC f Y Y 1 120VAC POWER ON ♦ / VFD TRIP RTD TRIP MOTOR VIBRATION TRIP ✓ --i I/I L —JA STO P r ICI L—J■ @ MOTOR STO P O_1_Q CR1 START L—J■ @ MOTOR SCADA STARTS, O P LLJL R TR4 R R R TR3 OF 0-10MIN SET @ 10SEC OILER ♦O� ,A♦ OILER r♦ i1 I O I 0-10MIN SET @ 10SEC HIGH PRESSURE ALARM ♦/ • PTT CHECK VALVE CLOSED PTT ,O♦ CR4 CHECK VALVE OPEN • PTT ,O♦ 11 11 11 11 1� 11 11 11 I « « « 0 0 TR2 VFD CR6 CR10 CR6 CR2 CR6 MOTOR VIBRATION ALARM r I'1I L—J■ RTD MODULE ALARM RTD MODULE TRIP 120VAC FROM CIRCUIT LPW10-20 CHECK VALVE FAILURE RESET OILER HEATER R TR2 J ■ 0-10MIN SET @ 10SEC CHECK VALVE FAILURE ♦/ o o ,PTT VFD STOP PTT ,O♦ VIBRATION SWITCHES TERMINAL BOX TvIBRATIoN SWITCH (X-AXIS) LVIBRATION SWITCH (Y-AXIS) I MOTOR SPACE HEATER I ■ PUMP CONTROL SCHEMATIC NOT TO SCALE (WELL SITE 10 SHOWN) NO FLOW ♦/ VIBRATION ALARM ♦(.7,\/ PTT ■1 11 Lk 11 11 • 11 11 a RTD ALARM 11 PTT,A♦ RTD TRIP ♦(.7/ PTT i1 1 r "SWG-W10" 1 L — J CR2 VFD TRIP VFD START/ STOP Y OX O O E.STOP @MOTOR CR6 Y OX O E.STOP @VFD CR6 VFD VFD FAULT/TRIP RUN GENERAL NOTES: 1. ALL RELAY CONTACTS SHALL HAVE A CONTINOUS AND INTERRUPTING RATING SIZED FOR THE LOAD. 2. ALL TIMING RELAYS SHALL BE FIELD ADJUSTABLE. 3. 1 NOT USED. 4. THE CONTROL SCHEMATIC SHOWN SHALL BE INCORPERATED INTO THE VFD MOTOR CONTROLS. 5. EQUIPMENT SHOWN WITH A DASHED BOX IS NOT PROVIDED BY VFD SUPPLIER. NOTES BY SYMBOL "0" 1. ALARM AND TRIP CONTACTS FROM VIBRATION SWITCHES AT MOTOR (X & Y AXES) ARE WIRED IN PARALLEL, RESPECTIVELY, TO GIVE A COMMON OUTPUT FOR ALARM AND A SEPARATE FOR TRIP, RESPECTIVELY. 2. MANUFACTURER WILL BE RESPONSIBLE FOR SIZING THE CIRCUIT FOR THE LOAD OF THE MOTOR SPACE HEATER. VFD RUN SWITCH NUMBERS CVLS-1 OVLS-2 MANUFACTURER WILL BE RESPONSIBLE FOR SIZING THE CIRCUIT FOR THE LOAD OF VIBRATION SWITCHES TERMINAL BOX. CONVERTER DC BUS INVERTER \7 VFD CONTROLLER SPEED POT Z\ VIBRATION SWITCHES '7 a a RTD MODULE a Ln- 0 t U z v LL • 4-20mA VIBRATION SIGNAL • (X&Y AXES) TO RTU CABINET 6 WINDING RTD'S 2 BEARING RTD'S N 4-20mA 4-20mA 4-20mA 4-20mA SPEED SPEED BEARING WINDING COMMAND INDICATION TEMP TEMP FROM RTU TO RTU (2 CONNECTION) (6 CONNECTION) VFD BLOCK DIAGRAM NOT TO SCALE (WELL SITE 10 SHOWN) LIMIT SWITCH POSITIONS VALVE POSITION LIMIT CLOSE INTERMEDIATE �PEIN 0% 5% 50% 95% 100% FUNCTION PERCENT OPEN PUMP CONTROL VALVE (CLOSED) PUMP CONTROL VALVE (OPEN) NOTES: 1. INDICATES OPEN CONTACTS. 2. INDICATES CLOSED CONTACTS. O0X O SCADA ENABLE CR7 0 VIBRATION ALARM CTR3 O O HIGH CHECK VALVE CHECK VALVE PRESSURE CLOSED OPEN FAILURE CR4 CR5 W10-RTU CR8 0 RTD ALARM V W1O-RTU CR10 NO FLOW CR9 CTR2 CTR4 CR2 RTD TRIP "/'r'1 O O CHECK PRE -LUBRICATE VALVE FAILURE VFD START/ STO P TO VFD KEYPAD INTERFACE U_ LL N 0 CU v v .00 00 co IN v H 01b4c o cn:cV. 4�1 Po o �k,I 1:�o oaoono 02�/ �400„> %Y 110 o W z_ J z 0 U x w w ~ J 0 U p Wz wJQ J oN r-1 o 1 U 1 O % -1 J W F&N JOB NO. LLJ 0 L N N Z w H O 0 0 0 v 0 N 0 N N co x v H 0 0 0 0 ELECTRICAL U CC N U H c 0 z O Z SHEET SEQ. z 00 0 0 w lD U 0 N N 0 0 ADDENDUM NO.1 E-14 91 APPROVED FILE NAME U cQ w U J 0 z 0 U EL-ALL-SM-CTRL01.dwg Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SM-CTRLO1.dwg Page 794 of 1298 / \ INTERCONNECTION DIAGRAM GENERAL NOTES: LOOP EQUIPMENT DESCRIPTION 1000 WELL 10 MOTOR SPACE HEATER MSH-W10 WELL 10 WINDING & BEARING RTD-W10 RTD'S WELL 10 CHECK VALVE, LIMIT SWITCHES WELL 10 HIGH PRESSURE DISCHARGE WELL 10 E.STOP WELL 10 START/STOP PUSHBUTTON STATION PSH-W10 HS1-W10 HS2-W10 WELL 10 VIBRATION SENSOR VS-W10 ELECTRICAL BUILDING AMBIENT TEMPERATURE ELECTRICAL BUILDING INTRUSION ALARM HEAT TRACE CONTROLLER WELL 10 OIL RESERVE TRANSMITTER WELL 10 DISCHARGE PRESSURE TRANSMITTER WELL 10 FLOW METER XFMR "Ti-W10" LOW OIL LEVEL ALARM/ PRESSURE RELAY/ HIGH TEMP ALARM 4160V GENERATOR SWG-W10 SERVICE TRANSFORMER BREAKER STATUS 4160V GENERATOR MAIN BREAKER STATUS TT-W 10 XEW10-2 ORLT-W10 PIT-W10 FE-W10 Ti-W 10 FIELD DEVICE/FIELD WIRING I MSHW10-P I 1-3/C, #12, 1"C. RTDW10-C 1 1-8 TR1, #18 SHLD., 2"C. ZSOW10-C 1-307 T4, 2"C I PSHW10-C I 1-3/C, #12, 1"C. I HS1W10-C I 1-5/C, #14, 3/4"C. I HS2W10-C I 1-5/C, #14, 3/4"C. I VSW10-C I 1-7/C, #12, 1"C. I TTW10-A I 1PR. #18 SHLD., 3/4"C. XEW10-2C 1 2 #14, #14G., 3/4"C. I O R LTW 10-A I 1-2PR. #18 SHLD., 1"C. (1PR. SPARE) I PITW10-A I 1-2PR. #18 SHLD., 1"C. (1PR. SPARE) I FEW10-A I MANUFACTURER SUPPLIED CABLE, 1"C. I T1W10-C I 9 #12, #12G., 2"C. N • T I GENW10-1C I I GENW10-A I 5PR. #12 SHLD., 2"C. (1 PR. SPARE) I SWGW10-1C I 4 #12, #12G., 2"C. (2 #12 SPARE) VFD-W10 XEW10-1 FIT-W10 4160V GENERATOR "SWG-W10" ATO SERVICE TRANSFORMER BREAKER STATUS GENERATOR MAIN BREAKER STATUS VFDW10-C 1 1-30/C, #14, 2"C. (6 #14 SPARE) VFDW10-A 1 1-4PR. #18 SHLD., 3"C. (1PR. SPARE) VSW10-A I 1-2PR. #18 SHLD., 1"C. (1PR. SPARE) XEW10-1C 1 2 #14, #14G., 3/4"C. I FITW10-A I 1-2PR. #18 SHLD., 1"C. (1PR SPARE) GENW10-2C 48 #12, #12G., 3"C. (6 #12 SPARE) GENW10-COM CAT6, 2"C. GENW10-01CT 4 #10, #10G., 2"C. GENW10-02CT 4 #10, #10G., 2"C. SWGW10-2C 20 #14, #14G., 2"C. SWGW10-A 1PR. #18 SHLD., 3/4"C. SWGW10-3C 1-15/C, #14, 2"C. GENW10-3C 1-15/C, #14, 2"C. SERVICE XFMR BREAKER TO 4160V GEN MAIN BREAKER 1. INTERCONNECTION DIAGRAM DETAILS SHOWN FOR WELL 10 BUT ARE TYPICAL FOR ALL WELL SITES. 2. CONDUIT SIZES SHOWN ARE MINIMUM SIZE. PROVIDE THE THE LARGER SIZE CONDUIT WHERE INDICATED IN THE DUCT BANK DETAIL/PLAN SHEETS. 3. REFER TO NETWORK ARCHITECTURE DIAGRAM, PI-3, AND PI-4 SHEETS FOR MORE DETAILS. NOTES BY SYMBOL "O" 1. COORDINATE CONDUCTORS WITH THE GENERATOR AND SWITCHGEAR/AUTOMATIC THROW OVER MANUFACTURER. PROVIDE CONDUCTORS AS REQUIRED IN A 4" CONDUIT. N LL CU C Lu cc W z_ J z 0 x w w J r J O U Li w z WJ Q o N u —1 u- O U 1 O r-1 J J W F&N JOB NO. Lu >- co w D SEQ. LID N 0 N Z Q 0 c O U (0 0 1- N rn O o � O 0 N 00 v N V) N O O N >o 0) C - o a, 5 0 t ELECTRICAL U U Q > 0 z w 0 z 0 0 LLJ 0 LLJ N N 0 O /1\ ADDENDUM NO.1 E-16 APPROVED FILE NAME cc L9 z 0 U W z z 0 U cc W z EL-ALL-DG-INTR01.dwg 93 Page 795 of 1298 Plot Date: 1/4/2026 6:11 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DG-INTR01.dwg / PANEL NO. HP-W10 SERVICE VOLTAGE 480Y/277 A.I.C. 65,000 MAIN CIRCUIT BREAKER VOLTS BUS RATING AMPS NEUTRAL BUS 400 400 400 AMPS AMPS AMPS LOCATION ELECTRICAL HOUSE FEED FROM "T1-W10" SECTIONS 1 GENERAL NOTES: 1. CKT NO. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 NOTES: CKT NO. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 NOTES: DESCRIPTION SPD HVAC -1 HVAC -3 "T2-W10" HEAT TRACE CONTROLLER SPACE SPACE SPACE SPACE SPACE SPACE LOAD CLASSIFICATION LIGHTS RECEPTACLES MOTOR HEATING ELECTRICAL EQUIPMENT OTHER SPARE PANEL NO. LP-W10 SERVICE VOLTAGE 208Y/120 A.I.C. 42,000 DESCRIPTION ELECTRICAL ROOM LIGHTING RECEPTACLES PUMP RECEPTACLES SITE ENTRANCE LIGHTING GENERATOR "GP-W10" PANEL LOAD CLASSIFICATION LI G HT5 RECEPTACLE5 MOTOR HEATING ELECTRICAL EQUIPMENT OTHER 5PARE SPD SPARE SPACE SPACE SPACE SPACE POLE I TRIP (A) 3 3 3 3 3 30 30 30 125 50 PHASE TOTALS PANEL UNBALANCE CONNECTED LOAD (VA) 0 0 0 99768 78000 0 86140 A 1000 8314 8314 8314 8314 12480 25000 1000 13900 1000 1000 88636 VA 320 A 1000 8314 8314 8314 8314 12480 25000 1000 13900 1000 87636 VA 316 A 0.8% DEMAND FACTOR 1 1 1.25 1 1 1 1 1000 8314 8314 8314 8314 12480 25000 1000 13900 1000 87636 VA 316 A I POLE TRIP (A) 3 3 3 3 ESTIMATED DEMAND (VA) 0 0 0 99768 78000 0 86140 MAIN CIRCUIT BREAKER 225 AMPS VOLTS BUS RATING 225 AMPS AMPS NEUTRAL BUS 225 AMPS POLE TRIP (A) 3 3 A 182 376 410 410 100 7000 240 30 1664 500 PHASE TOTALS PANEL UNBALANCE CONNECTED LOAD (VA) 0 0 0 0 0 0 34126 10782 VA 90 A 1080 376 7000 240 1664 500 1000 1000 30 30 30 30 DESCRIPTION HVAC -2 HVAC -4 TEST WELL POWER ZONE SPARE SPARE TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: NON COI NCI DENT LOAD: NON COI NCI DENT AMPS: TOTAL DEMAND LOAD: TOTAL DEMAND LOAD AMPS: LOCATION ELECTRICAL HOUSE FEED FROM "T2-W10 SECTIONS 1 C POLE TRIP (A) SPACE SPACE SPACE SPACE SPACE SPACE PANEL TOTALS DESCRIPTION LIGHTING CONTACTOR OUTDOOR LIGHTING 360 720 OUTDOR RECEPTACLES SOUTH SITE LIGHTING SOUTH SITE CAMERA 7000 240 SITE ENTERANCE CAMERA FLOW METER SPARE 1664 2400 1 • 20 "RTU-10" PANEL OILER HEATR SPARE SPACE SPACE SPACE SPACE 12860 VA 12384 VA 107 A 103 A 7.1% DEMAND FACTOR 1 1 1.25 1 1 1 1 ESTIMATED DEMAND (VA) 0 0 0 0 0 0 34126 TOTAL CONNECTED LOAD: TOTAL CONNECTED AMPS: NON COI NCI DENT LOAD: NON COI NCI DENT AMPS: TOTAL DEMAND LOAD: TOTAL DEMAND LOAD AMPS: PANEL TOTALS CKT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 263908 VA 317 A 0 VA OA 263908 VA 318 A CKT NO. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 34126 VA 95 A 0 VA OA 34126 VA 95 A TYPE S2 P A AE W MANUFACTURER LITHONIA ACUITY PROVIDE 2 #10, #10G., 1"C. FOR ALL 120V, SINGLE POLE, 20A CIRCUIT BREAKERS. NOTES BY SYMBOL "O" 1. PROVIDE 3 #8, #10G., 1"C. 2. PROVIDE 3 #1, #6G., 1"C.BREAKER SHOWN IS FOR WELL #12 ONLY. FOR THE OTHER TWO WELLS, PROVIDE SPARE BREAKERS IN LIEU OF WELL BREAKERS; LABEL "SPARE" AND UPDATE PANEL SCHEDULE. 3. MANUFACTURER SHALL SIZE THE SPD CIRCUIT BREAKER ACCORDINGLY. LIGHTING FIXTURE SCHEDULE CATALOG NO. VOLT. FIXTURE: DSXW1 LED P3 30K 80CRI T3M MVOLT 120V DESCRIPTION FIXTURE: POLE MOUNTED DOUBLE LED AREA LIGHT, 3P FORWARD OPTICS, 11,500 LUMENS, 3000K, TYPE IV MEDIUM DISTRIBUTIONS, 80CRI. POLE: SQUARE STEEL POLE, 25'-0" TALL, BLACK FINISH POLE: SSS 25 5G DM19 VD DBLXD SQAURE STRAIGHT STEEL GENERAL PURPOSE POLE 120-277 LITHONIA CSS L24 AL015 1500LM 4000K MVOLT CSS L24AL015 (1500LM), 4000K, 120-277 MVOLT LITHON IA LITHON IA CSS L24 AL0151500LM 4000K MVOLT, BATTERY BACKUP WPX2 LED 6000LM 50K MVOLT LIGHTING FIXTURE SCHEDULE NOTES: MVOLT 120-277 MVOLT CSS L24AL015 (1500LM), 4000K, 120-277 MVOLT, with battery backup 120-277 WPX2 LED 6,0000 Lumens, 47W, 50K, 120-277 MVOLT MVOLT 1. LIGHT FIXTURES PROVIDED SHALL BE APPROVED EQUAL TO THE FIXTURE INDICATED IN THE SCHEDULE ABOVE. 2. FIXTURE MODEL NUMBERS ARE USED TO ESTABLISH MINIMUM QUALITY AND PERFORMANCE STANDARDS AND NOT TO ESTABLISH MOUNTING TYPE. MOUNTING REQUIREMENTS MAY VARY FOR THE SAME TYPE OF FIXTURE THROUGHOUT THE PROJECT. CONTRACTOR SHALL VERIFY INSTALLATION LOCATION AND PROVIDE APPROPRIATE MOUNTING HARDWARE FIXTURE TYPE DESIGN FOR EACH LOCATION. INPUT WATTS 205 13 13 47 cV u- u- on c tTo .� v co co CC WVI W Q Z `3 W u 0E MZo U N. , a) 0 N UN GNV -0 O a) ro • ro L x `~ H - 6 • 0PO tea, Q, a) 0 c _0 0 = 0 t v �Lnia5 uJ z J z 0 U xLJ w ~ J 0 0 U Q w WQJ J oN o >- ' —1 U d J J LJ F&N JOB NO. N l0 J U U Lo N 0 N z H 0 O z SHEET SEQ. U Q 0 w Z V) 0 ELECTRICAL Z 0 cc /1\ ADDENDUM NO.1 E-17 94 APPROVED FILE NAME EL-ALL-SH-M ISC01.dwg Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-SH-MISC01.dwg Page 796 of 1298 rn c-I o -0 m -o U > IL 2 9 J I� J o LO w o Lu U N w • N Z .. • E o v) U < LL J POWER CABLE TO TOP 3"x5"MIN HANDHOLE PROVIDE PULL BOX FOR TRANSITION OF CONDUIT 9 O i cn 2"C. 1"C. LIGHT FIXTURE, RE: LIGHTING FIXTURE SCHEDULE FOR TYPE WIRE MESH GRIP POLE, RE: LIGHTING FIXTURE SCHEDULE FOR TYPE / STYROFOAM PLUG AROUND CABLE MIDWAY UP SHAFT 2'-6"DIA 4000 PSI CONCRETE DRILLED SHAFT POLE GROUNDING LUG BOLT PROJECTION i LEVEL FOUNDATION DOUBLE HEADED NUTS EACH ANCHOR BOLT NON -SHRINK GROUT 1" CHAMFER ALL AROUND TOP METALLIC CONDUIT (TYP) 8 #8 VERTICALS GRADE EXOTHERMIC WELD #8 AWG GROUND 3/4 DIAx10 -0 COPPER CLAD STEEL GROUND ROD #3 SPIRAL @ 6" PITCH ONE FLAT TURN T&B NO.1 GENERAL NOTES: 1. ALL BOLTS, WASHERS, NUTS AND OTHER FASTENERS SHALL BE 316 STAINLESS STEEL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING AND PROVIDING ALL PULL BOXES AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. NO.1 NOTES BY SYMBOL "\/" 1. ANCHOR BOLTS. SIZE, LENGTH, NUMBER AND PATTERN PER MANUFACTURER'S DATA. LIGHT POLE & BASE NOT TO SCALE L / \ /—i ANCHOR BOLT HEX NUT (TYP) FLAT WASHER (TYP) BASE PLATE GROUT WITH DRAIN OPTIONAL ANCHOR BOLT DETAIL NOT TO SCALE • ,.. • — FLOOR OR GROUND LEVEL NO.3 NOTES BY SYMBOL 1. REINFORCEMENT BAR SHALL BE A MINIMUM OF 1/2"DIA AND 20'-0" IN LENGTH. CONNECTION TO SMALLER REINFORCEMENT BAR SHALL NOT BE ALLOWED. 2. SET GROUND PAD IN PRIOR TO CONCRETE PLACEMENT. GROUND PAD SHALL BE ERICO B1642Q OR APPROVED EQUAL. 3. ROUTE #4/0 BARE COPPER CONDUIT TO GROUNDING SYSTEM. 4. PROVIDE A #4/0 TIN-PLATED BARE COPPER CONDUCTOR TO EQUIPMENT. PROVIDE A 2 HOLE COPPER LUG EXOTHERMICALLY WELDED TO END OF CONDUCTOR FOR CONNECTION TO THE GROUND PAD. CONNECT THE OTHER END TO THE EQUIPMENT GROUND PAD. 5. PROVIDE AN EXOTHERMIC WELD TO GROUND PAD. 6. PROVIDE AN EXOTHERMIC WELD TO REINFORCE BAR. 7. EQUIPMENT PAD. VERIFY ALL REQUIREMENTS. KNOCKOUT SIZE AND LOCATION WILL VARY PAD -MOUNTED EQUIPMENT GROUND PAD DETAIL NOT TO SCALE -/ PULLING IRON z_ 2 9 0 N 3" ABOVE GROUND IN NON -PAVED AREAS. FLUSH WITH GRADE IN PAVED AREAS NO.5 GENERAL NOTES: 1. 2. G PROVIDE PRECAST CONCRETE PULL BOX PER MANUFACTURER OLDCASTLE PRECAST CAT.#PB-440 OR APPROVED EQUAL. PULL BOX DIMENSIONS INDICATED ARE MINIMUM REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING PULL BOXES PER THE NATIONAL ELECTRIC CODE. HINGED LID PULL BOX DETAIL NOT TO SCALE 20'-0"MIN 1 TRANSFORMER 2.5MVA TRANSFORMER GROUNDING DETAIL NOT TO SCALE 316 SS BOLT, NUT & WASHERS TOP OF SLAB GROUND ROD TEST WELL #2/0 BARE TIN-PLATED CU (TYP) 3/4"x10'-0" COPPER CLAD GROUND ROD (TYP) 316 SS SLOTTED DOUBLE CHANNEL 316 SS DOUBLE CHANNEL POST BASE B-LINE B281SQ OR EQUAL (TYP) 1" NON SHRINK GROUT NO.6 NOTES BY SYMBOL "O" 1. 3/4"DIA 316 STAINLESS STEEL EPDXY ANCHOR (TYP OF 4). FREE STANDING SUPPORT DETAIL NOT TO SCALE U_ LL C CU v v .00 a) 00 cu ra OM (�c o cn:CV. ^446f, PJ oo a D 0° OD , �1 II o o alldr4o oQoo'ov>• W z z 0 U x w Lu ~ J 04 � U 1- p Wz WJQ J o N u o U 1 O V 1 J J W F&N JOB NO. w 0 L LD J U U N N z w H O Lu 0 0 co 0 0 N 0 0 O v 0 v) N 0 N N u) fa x v H 0 0 0 0 ELECTRICAL U CC N U H c 0 z O z SHEET SEQ. z 00 0 0 U LD U N N O 0 ADDENDUM NO.1 E-19 96 APPROVED FILE NAME E L-ALL-DT-M I SCO2. dwg Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISCO2.dwg Page 797 of 1298 r BURNDY TYPE "KSU" CONNECTOR (TYP) BURNDY TYPE "KSU" CONNECTOR (TYP) BURNDY TYPE "GAR" CONNECTOR (TYP) V LINE POST ADJACENT TO CORNER POST BURNDY TYPE "GAR" CONNECTOR (TYP) BURNDY TYPE "KSU" CONNECTOR (TYP) BURNDY TYPE "GAR" CONNECTOR (TYP) #2 TIN-PLATED COPPER GROUND CONDUCTOR (INSIDE OF FENCE) (TYP) 3/4"x10'-0" COPPER CLAD GROUND ROD BURNDY TYPE "KSU" CONNECTOR (TYP) BURNDY TYPE "KSU" CONNECTOR (TYP) BURNDY TYPE "GAR" CONNECTOR (TYP) #2 TIN-PLATED COPPER GROUND CONDUCTOR (INSIDE OF FENCE) (TYP) —3/4"x10'-0" COPPER CLAD GROUND ROD V LINE POST AND CORNER POST NO.1 GENERAL NOTES: 1. FENCING SHALL BE GROUNDED AT CORNERS AND AT EVERY OTHER POST. BURNDY TYPE "GAR" CONNECTOR (TYP) FLEXIBLE TIN-PLATED COPPER BRAID, BURNDY TYPE "B" 3/4"x10'-0" COPPER CLAD GROUND ROD V GATE POST & GATE FENCE POST & FENCE GATE GROUNDING DETAIL NOT TO SCALE WP,GFI RECEPTACLE 304 SS BOLT, NUT & WASHERS 6 a a o a a d a 4 4 C a 4 304 SS SLOTTED DOUBLE CHANNEL 304 SS DOUBLE CHANNEL POST BASE B-LINE B281SQ OR EQUAL (TYP) 1" NON SHRINK GROUT TOP OF CONCRETE PAD 4 a 4 4 a 4 NO.3 NOTES BY SYMBOL "O" 1. 3/4"DIA 304 STAINLESS STEEL EPDXY ANCHOR (TYP OF 4). STAND ALONE RECEPTACLE NOT TO SCALE n UTILITY CO SERVICE DROP 480V, 3 DIA, 3W #8 BARE COPPER GROUND CONDUCTOR FINISH GRADE w CL O LL O 3/4"x10'-0" COPPER CLAD GROUND ROD Q 25'-0" CREOSOTE WOOD POLE 3 #4, 1"RGS METER SOCKET 3 #4, 1"RGS SERVICE ENTRANCE DISCONNECT SWITCH, HEAVY DUTY, 600V, 3P, 3W FUSED WITH 60A FUSES NEMA 3R W/PADLOCK PROVISION IN THE "ON" POSITION (SQUARE D CLASS 3110 OR 3140) 3 #4, #8G., 1 1/2"RGS \ \\\��\�� \�/i//�1 1/2" PVC ENCASED IN CONCRETE TO METER VAULT PVC TO RGS ADAPTER SERVICE POLE DETAIL NOT TO SCALE 5'-0"MAX CONDUIT CLAMP CONDUIT CLAMP 4160V POWER CONDUIT (AS REQUIRED) • 4 1/2"DIA 316 SS THREADED ROD 316 SS P1000 UNISTRUT (TYP) 4160V POWER CABLE TRAY ELEV. VARIES 316 SS P1000 UNISTRUT (TYP) 316 SS P1000 UNISTRUT (TYP) 120V AND CONTROLS CABLE TRAY ELEV. VARIES 316 SS P1000 UNISTRUT (TYP) LOW VOLTAGE CONDUIT (AS REQUIRED) NO.4 GENERAL NOTES: 1. ALL MOUNTING HARDWARE SHALL BE 316 STAINLESS STEEL. CABLE TRAY SUPPORT DETAIL SECTION VIEW NOT TO SCAL LL 0 N LU GO CU v v .00 a) 00 N CU H Poo 000 oo�j I� o o a0000v•-%f o 0 o W z_ J z 0 w W � J J 0 � U Wz w J J oN u o U 1 O V 1 J J W N O N z F&N JOB NO. H >- 0 00 w 0 L 0 0 0 N 0 N O N N u) co x (11 H 0 0 0 0 ELECTRICAL U CC N U H c z 0 0 Lu U U lD N N O O ADDENDUM NO.1 z SHEET E-20 97 SEQ. APPROVED FILE NAME E L-ALL-DT-M I SC03. dwg 0;0v 0 •§ U CZ 4-, -ao as 7:5 • cu — 0 O N O i 00 U 4 O 0 Q) • U 0 v ro o U a N r w J Q U >- L.L w O- Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC03.dwg Page 798 of 1298 rn < -1 .00 -0 m U > Ln CO IL 2 9 J co J o a 66 LJ 0 Lu N N LL • Cr (13� U a LL J 4 #4 BARS #5 BARS 8" 10 #4 BARS SPACED AS SHOWN TOP SLAB DETAIL AS REQ'D BY NEC 4 4 •- ` .I I I I ••I I I I• a P L . •.i jj•U u• BOTTOM PLAN • e • 8" • A 00 N M 00 e --ALUMINUM GRATING AND FRAME SLOPE FLOOR 1/2" TO SUMP #4 BARS @ 10"C/C EACH WAY 4 • 4 • 4 1E 4 . • • z N ,l e a • 8" 0 0 0 0 O O O O 0 0 0 0 MANHOLE WITH SUMP PUMP DETAIL NOT TO SCALE P1359 — 1/4" • 3 1/8" (TYP) z_ 0 m M 4 4 d A HSS 3x3X3/16 POST 3/16 L3x3 3/16V (TYP) 1/2"x8 1/2"x8 1/2" BASE PLATE 304L SS 1" NON SHRINK GROUT e • • a 2'-0" SECTION NO.3 NOTES BY SYMBOL "O" 1. 3/4"DIA 316 STAINLESS STEEL EPDXY ANCHOR (TYP OF 4). DO NOT DAMAGE STRUCTURE DURING ANCHOR INSTALLMENT. EQUIPMENT RACK SUPPORT DETAIL NOT TO SCALE • 4 e a e• e 8" 3'-0"DIA MANHOLE COVER AS SPECIFIED #4 BARS @ 10"C/C EACH WAY e 4 CONDUIT TERMINATOR CONDUITS SHALL ENTER MANHOLE 24" AFF PULL -IN -IRONS 6" PLASTIC WATERSTOP (HOLLOW BULB) (TYP) #4 DOWELS @ 10"C/C #4 BARS @ 8"C/C EACH WAY 2" THREADED GALVANIZED CAP A J e ELECTRICAL EQUIPMENT 7 T 7,. a 7/ TO EQUIPMENT 4'-0"MAX BURLE DOMED HOUSING MOUNTING KIT, WELD OR BOLT TO POLE ROUTE ANY REQUIRED EXPOSED CONDUIT ALONG MOUNTING ARM CCTV HOUSING WITH HEATER, BLOWER AND THERMOSTAT, CAMERA AND PAN -TILT -ZOOM MOUNTED WITHIN POLE MOUNTED CAMERA DETAIL NOT TO SCALE 1/4" CAP PLATE 3"x3"x1/4" POST P1001C CHANNEL P1359 BRACKET MOUNTED TO L3x3x1/4"x4" CLIP STUB -UP CAP & MARK CONDUIT RIGID CONDUIT PVC COATED CONDUIT 6" SLAB W/#4 @ 12"C/C EW. EXTEND 1'-0" BEHIND & 4'-0" IN FRONT OF SUPPORT POSTS PVC COATED CONDUIT PVC CONDUIT NO.2 GENERAL NOTES: 1. 2. 3. 4. 5. 6. ALL MEMBERS SHOWN AND REQUIRED CONNECTING HARDWARE SHALL BE 316 STAINLESS STEEL. MEMBERS ARE INDICATED BY UNISTRUT PART NUMBERS. PROVIDE ALL MEMBERS AND CONNECTING HARDWARE BY UNISTRUT OR APPROVED EQUAL. SLOPE SLAB -ON -GRADE TO DRAIN. RACKS SHALL BE GROUNDED PER THE NATIONAL ELECTRICAL CODE. PROVIDE AS A MINIMUM ONE 3/4"x10'-0" COPPER CLAD GROUND ROD ON EACH SIDE OF THE ELECTRICAL EQUIPMENT RACK. ALL NUTS, BOLTS, WASHERS, OTHER FASTENERS AND HARDWARE ON ELECTRICAL EQUIPMENT RACK SHALL BE 316 STAINLESS STEEL. PROVIDE TWO (2) 9/16"DIA BOLT HOLES IN OUTSTANDING LEG OF L3x3 CLIP ANGLE OF ATTACHMENT OF UNISTRUT P1359 BRACKET. ELECTRICAL EQUIPMENT RACK DETAIL NOT TO SCALE TYPICAL FREE STANDING EQUIPMENT, PROVIDE MID -SUPPORT WHERE REQUIRED BY MANUFACTURE INSULATED BUSHING WITH GROUND LUG (TYP) EQUIPMENT CHANNEL 4" HIGH CONCRETE PAD WITH 1" CHAMFER ALL AROUND BOX OUT CONCRETE AS REQ'D. FILL VOIDS WITH FIRE RETARDANT FILLER AFTER CONDUIT INSTALLATION IS COMPLETE .. 4 NO.5 NOTES BY SYMBOL "O" 1. BOND ALL CONDUITS TO EQUIPMENT GROUND BUS WITH ALUMINUM #4 AWG BONDING JUMPER (SIZE PER NEC) REMOVE NUT, CUT BOLT FLUSH AND PLUG WELD TO STEEL PRIOR TO SETTING EQUIPMENT (TYP) FULL LENGTH 4" SS CHANNELS LAIN LEVEL ALONG ENTIRE LENGTH AND WITH EACH OTHER, BRILL AND TAP FOR EQUIPMENT ANCHOR BOLTS FINISH FLOOR STRUCTURAL FLOOR 1/2" HILT! EPDXY ANCHOR BOLTS AT 2'-0" 0/C WITH LEVELING NUTS (TYP) SEAL ALL CONDUITS ENTERING ENCLOSURES WITH REMOVABLE SILICON CAULK. EQUIPMENT PAD DETAIL NOT TO SCALE u_ CIO 0) N c .00 LU CU .00 0) 0 H W z_ J z 0 U W Lu J 0 � U Wz WJ Q J o N u o U 1 O V 1 J J W F&N JOB NO. H >- co 0 Lu D J U U Lo N 0 N z 0 ro 0 0 N 0o 0 0 0 v 0 Ln N 0 N N fa x v H 0 0 0 0 ELECTRICAL o E 0 0 co o o a L N 0 _a 0 v Inc_ U CC N U H c 0 z W H a w 0 0 O SHEer SEQ. z 00 0 0 w 0 N N 0 0 ADDENDUM NO.1 E-21 98 APPROVED FILE NAME E L-ALL-DT-M ISC04.dwg W C 06 •§ 'LA) l0 L cr) -c o �v 0 0 v+ 0 cn 00 v 0 0-C 0 0 � C CU To 0 Ln L o r m '} Li) J a U Ln >- LL CC LL 0- Plot Date: 1/4/2026 6:12 PM Plot By: 04169 Filename: N:\ELEC\EL-ALL-DT-MISC04.dwg Page 799 of 1298 Exhibit A-4(b) GMP No. 4 Addendum No. 2 Page 800 of 1298 GARNEY City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3 - Work Packages for Permanent Well Installation (3.01), Well Piping/Transmission Pipeline (3.02), Electrical & Fiber Optic Installation (3.03). ADDENDUM No. 2 January 22nd, 2026 TO BIDDER OF RECORD: The following changes, additions, and/or deletions are hereby made a part of the Contract Documents for the purchase special services described in Bid Package 3.00 for the City of College Station Wells 10, 11, 12 and Collection Pipeline Project dated December 2025 as fully and completely as if the same were full set forth therein. This addendum includes changes, additions, and/or deletions to the Bid Package described above. BID DATE: A. Revised Bid Date: February 3, 2026 at 2:OOPM FRONT END SPECIFICATIONS: 1. REVISED 00 11 13 — Advertisement for Bids a. Revision made to the Bid Date i. Revised Bid Date is February 3, 2026. TECHNICAL SPECIFICATIONS: None. PLAN SHEETS: None. ATTACHMENTS: None. CIVCAST UPLOADS: A. This Addenda No. 02 inclusive of the following 1. Revised Front End Specifications END OF ADDENDA Bid Package 3.00 Addendum No. 02 City of College Station Wells 10, 11, 12 and Collection Pipeline Page 1 of 1 Page 801 of 1298 00 11 13 ADVERTISEMENT FOR BIDS ADVERTISEMENT FOR WORK BID PACKAGE #3 — Competitive sealed proposals (CSP) for the City of College Station Wells 10, 11, 12 and Collection Pipeline Project will be received at the City of College Station, 1101 Texas Avenue, College Station, Texas 77840 on the 3rd Floor — Purchasing Division. Proposals are to be turned in by 2:00 P.M., prevailing time on February 3, 2026. Said procurement shall include Bid Package #3 for the City of College Station Wells 10, 11, 12 and Collection Line Project as described in the Bid Documents. Bid Package #3 includes but is not limited to all work, labor, equipment, personnel, materials and subcontractors necessary to complete the requirements of the proposal documents including Permanent Well Installation (3.01), Well Piping/Transmission Pipeline (3.02), Electrical & Fiber Optic Installation (3.03). Competitive sealed proposals (CSP) shall be addressed to Daniel Murray, Garney Companies, Inc. Bids shall be submitted in separate sealed envelopes marked "Price Proposal" and "Technical Proposal" with the project name "City of College Station Wells 10, 11, 12 and Collection Line - Bid Package #3". For further details refer to Specification Section 00 21 13 Instructions to Bidders, Section 8 Submissions of Bids. Any Bid proposal received after 2:00 p.m., prevailing time on February 3rd, 2026 will be returned unopened. No bid proposal may be changed, amended, or modified after the above time and date. A bid may, however, be withdrawn and resubmitted any time prior to the time set for receipt of bids. A mandatory are -bid conference for all Bidders is scheduled for 2:00 PM prevailing time on January 7tn 2026. Immediately following the pre -bid meeting at 3:30 PM, a site visit will be conducted to give potential bidders an opportunity to visit the site. The pre -bid will be virtual at the link provided on the official website below and made available to all bidders. It is anticipated that Bid Documents will be made available no later than December 22nd, 2025 at the following web address: https://www.civcastusa.com Bid Documents may be downloaded from the above -mentioned website for free. No hard copies of plans or specifications will be made available. It is the responsibility of the interested party to download and print the Bid Documents. The City of College Station, Freese and Nichols, and Garney Companies, Inc. (Contract Team) will receive and open all proposals in a manner which does not disclose the contents to the respondents or the public during the selection process. Bids will be turned in to the Purchasing Division on the 3rd floor at the City of College Station City Hall previously mentioned. The selection shall be made public after award of the agreement or not later than the fourteenth day after the date of the final selection of Bids or proposals, whichever is later. In addition to the proposed costs, selection will be made based upon the entire proposal package. Additional Information can be found in the Section 00 21 13 Instructions to Bidders. The Contract Team reserves the right to make an award to other than the lowest -priced Bidder per Texas Government code chapter 2269. Award is subject to the discretion and final approval of City of College Station. All Bids shall be valid for a period of 60-days from the date Bids are opened and no Bid may be Advertisement for Bids — Addenda No. 02 00 11 13 - 1 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 01/22/2026 Page 802 of 1298 withdrawn until after the expiration date. The CMAR reserves the right to reject any and all proposals, to waive any informalities and technicalities and to accept the proposal most advantageous to the CMAR Team and the City of College Station. Qualifications as stated in the instructions to Bidders will be strictly enforced and any Bidder not meeting these qualifications may be disqualified. Neither the state of Texas, nor any of its departments, agencies, or employees are or will be a party to this Invitation for Bids or any resulting contract. Each Bidder shall furnish a Bid guarantee equivalent to five percent of the Bid price (Water Code §17.183). If a Bid bond is provided, the Contractor shall utilize a surety company which is authorized to do business in Texas in accordance with Surety Bonds and Related Instruments, Chapter 3503 of the Insurance Code. A governmental entity may not award a governmental contract to a nonresident Bidder unless the nonresident underbids the lowest Bid submitted by a responsible resident Bidder by an amount that is not less than the amount by which a resident Bidder would be required to underbid the nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. A non-resident Bidder is a Contractor whose corporate offices or principal place of business is outside of the state of Texas (Source: Texas Government Code, Chapter 2252, Subchapter A, Nonresident Bidders, §2252.002). The Bidder will complete form TWDB-0459, Vendor Compliance with Reciprocity on Non -Resident Bidders, which must be submitted with the Bid. Refer to Instruction to Bidders 00 21 13 for a full list of Documents required to be submitted with Proposal. In evaluating Bids, the Contract Team will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form prior to the Notice of Award. The following criteria will be used in the evaluation process when selecting Bidders: CONTINUED Advertisement for Bids — Addenda No. 02 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 001113-2 01/22/2026 Page 803 of 1298 Bid Package # 3.01, 3.02, 3.03 Description Weighting Value Price Proposal Comprehensive Pricing Project Schedule Detailed schedule showing durations of each activity and project milestones Ability to Meet Milestones Ability to meet schedule - including narrative of schedule approach Written Understanding and Sequencing / Project Approach Sequencing of Installation Completion of similar projects Understanding of Scope Feedback and Past References Experience with CMAR Delivery and City of College Station Historical Project Execution and Sequencing Safety 50 10 5 10 Company EMR / TRIR - Past 3 Years 10 Experience of Safety Personnel OSHA Willful and Fatalities Past 3 years Qualifications / Key Personnel Field Managers and Superintendents Project Managers 15 Safety Manager Company Leadership Instructions Compliance with Instructions to Bidders and Required Proposal Pass/Fail Information Total (Technical) 50 Total (Pricing) 50 END OF SECTION Advertisement for Bids — Addenda No. 02 The City of College Station — Wells 10, 11, 12 and Collection Pipeline 001113-3 01/22/2026 Page 804 of 1298 Exhibit A-4(c) GMP No. 4 Addendum No. 3 Page 805 of 1298 GARNEY City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3 - Work Packages for Permanent Well Installation (3.01), Well Piping/Transmission Pipeline (3.02), Electrical & Fiber Optic Installation (3.03). ADDENDUM No. 3 January 23rd, 2026 TO BIDDER OF RECORD: The following changes, additions, and/or deletions are hereby made a part of the Contract Documents for the purchase special services described in Bid Package 3.00 for the City of College Station Wells 10, 11, 12 and Collection Pipeline Project dated December 2025 as fully and completely as if the same were full set forth therein. This addendum includes changes, additions, and/or deletions to the Bid Package described above. BID DATE: None. FRONT END SPECIFICATIONS: None. TECHNICAL SPECIFICATIONS: None. PLAN SHEETS: 1. New, Updated, and or Revised Plan Sheets attached to this Addenda. a. S-4 b. Plan sheet included within this Addenda No. 3 Packet are to replace and supersede those found within any prior plan sets. ATTACHMENTS: 1. This Addenda No. 03 Packet 2. Revised SCHEDULE OF VALUES (SOV) (SOV 3.01, 3.02 & 3.03) CIVCAST UPLOADS: A. This Addenda No. 03 inclusive of the following 1. Revised Front End Specifications B. Revised ELECTRONIC SCHEDULE OF VALUES (SOV) (SOV 3.01, 3.02 & 3.03) END OF ADDENDA Bid Package 3.00 Addendum No. 3 City of College Station Wells 10, 11, 12 and Collection Pipeline Page 1 of 1 Page 806 of 1298 REVISED SCHEDULE OF VALUES - BID PACKAGE 3.01, 3.02, & 3.03 Page 807 of 1298 Quantity PROJECT LIMITS - COCS & Production Well Site/Pad Units Unit Price COCS - Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.00 - SOV 3.01- Production Well Construction - ADDENDA No. 3 Item Description Extension 1 LS 50 VF 1 LS 3,100 VF 1 LS 2,450 VF LS 350 VF 350 VF LS LS LS LS TOTAL BASE BID Well 10:I I 1.00 Item Well 11 15.00 Mobilization and Demobilization 16 00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min 50 LF per specifications 17.00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications 18 00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 19.00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications 2100 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per specifications 22 00 Reaming and Installation of 14" Diameter Blank Production Casing (incl 200' lap) with Minimum 24" Underreamed Hole per specifications 23.00 Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications 24.00 Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications 25 00 Water Well Development, Pumping Tests and Disinfection per specifications 26.00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications 1! 27 00 CIP Concrete Well Foundation & Piers per drawings 28 00 Provide Spare Parts and Training Item Well 12 29 00 Mobilization and Demobilization 30.00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 3100 Installation and Sealing of 36" Steel Conductor Casing, Min 200 LF, per specifications 32.00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 33 00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications 35.00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per specifications 34 00 Well 10 100 Mobilization and Demobilization 2.00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 3 00 Installation and Sealing of 36" Steel Conductor Casing, Min 200 LF, per specifications 4.00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 5 00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length +3' above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications 7.00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per specifications 6 00 8.00 Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications 9 00 Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications 10 00 Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications 11.00 Water Well Development, Pumping Tests and Disinfection per specifications 12 00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications 13 00 CIP Concrete Well Foundation & Piers per drawings 14 00 Provide Spare Parts and Training 20.00 Description Quantity LS Lump Sum Units 1 LS 50 VF 1 LS 3,100 VF 1 LS 2,450 VF LS 350 VF 350 VF LS LS LS LS (TOTAL: Unit Price LS TOTAL BASE BID Well 11:1 I Description 36.00 Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications 37 00 Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications 38 00 Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications 39.00 Water Well Development, Pumping Tests and Disinfection per specifications 40 00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications 7! 41 00 CIP Concrete Well Foundation & Piers per drawings 42 00 Provide Spare Parts and Training 43 00 Furnish Spare Well Motor 44 00 Provide and Install Data Logger On Existing Test Well 1.00 ILump Sum Quantity I Units 1 LS 50 VF 1 LS 3,100 VF 1 LS 2,450 VF LS 350 VF 350 VF LS LS LS LS TOTAL: Unit Price LS LS LS TOTAL BASE BID Well 12: 1.00 Lump Sum Item Description EW 1 Additional Demobilizations and Remobilization at the Direction of the CMAR EW2 Plug and Abandon Pilot Hole (Decommissioning Well) - CMAR Directed EW3 Pilot Hole Water Sampling Using the Temporary Test Well Method - Installation, Development and Water Sample Analyses EW4 Add or Deduct for Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Geophysical Logging EW5 Add or Deduct for 36" Diameter Conductor Casing including Cement Grout seal - Add or Deduct EW6 Add or Deduct for Min 30" Diameter Reamed hole with 24" Casing including Cement Grout Seal EW7 Add or Deduct for Min 26" Diameter Reamed hole with 20" Intermediate Casing including Cement Grout Seal EW8 Add or Deduct for Min 24" Diameter Underreamed hole with 14" Blank Production Casing including Gravel Pack EW9 Add or Deduct for Min 24" Diameter Underreamed hole with 14" Screen including Gravel Pack EW10 Add or Deduct for 20' Section of Pump Column Assembly More or Less that Base Bid Length of 700' EW 11 Add or Deduct for 10' Section of Pump Column Assembly More or Less that Base Bid Length of 700' EW12 Add or Deduct for Cast Iron Pump Bowl Stage to Meet Final Well Pump Design Conditions EW13 Add or Deduct for Ductile Iron Pump Bowl Stage to Meet Final Well Pump Design Conditions EW14 Deduct for 900 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid EW15 Deduct for 800 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid EW16 At the Engineers direction, Log the Completed Pilot Hole with a Baker Hughes Spectra Log or approved equal EW17 Bonds, Performance and Payment EW18 Additional Well Water Sampling and Testing As Directed By CMAR EW19 Additional Training as Directed By CMAR Quantity Units 100 Each 1 00 Lump Sum 1 00 Lump Sum 1 00 Vertical Foot 60 00 Vertical Foot 1 00 Vertical Foot 1 00 Vertical Foot 1 00 Vertical Foot 1 00 Vertical Foot 1 00 Lump Sum 1 00 Lump Sum 100 Each 100 Each 1 00 Vertical Foot 1 00 Vertical Foot 1 00 Lump Sum 1 00 Lump Sum TOTAL: Unit Price 1 00 Lump Sum 1 00 Day TOTAL EXTRA WORK ITEMS:( I 1.00 (Lump Sum TOTAL PROPOSED VALUE (BASE BID ITEMS & EXTRA WORK ITEMS):l I 1.00 (Lump Sum Contractor Confirm Estimated Duration of Well Drilling, Testing and Report Submission to CMAR/EOR "Write -In" Contractor Confirm length of 36" Conductor Casing Included in each well "Write -In" Contractor Confirm earliest date of mobilization to project site based on Bidders current workload/capacity "Write -In" Contractor Confirm firm which will be complete the Test Hole Logging (Geophysical Logs) "Write -In" Notes: * Project approach shall at a minimum include list of similar projects, proposed key personnel, equipment, and overall project approach *This is by all intents considered a "Unit Price Proposal" All Quantities herein are approximate * The CMAR makes no guarantees regarding final quantities * Final contract amount will be determined based on the actual quantities of work completed and extended at the agreed upon unit prices * Value Engineering Deduct shall be clearly explained within the Project Approach Narrative (reference spec 00 42 23 01) * All Mobilization(s) required to execute the scope of work are to be captured under the Bid Item 1 00 * Bidder's shall submit a Bid Guarantee equivalent to 5% of the base bid * Notice to Proceed is contingent upon Texas Historical Commission archeological study approval * Bidder understand the requirements for daily reporting, survey and log reports as required within the project specifications Each bidder shall submit one (1) hard copy of SOV and one (1) digital copy of SOV in excel format as specified in Instructions to Bidders. Working Shifts Linear Feet Earliest Mob Date Pre -approved Firm per Specs (yes or No) TOTAL: TOTAL: Name of Firm Extension Extension Extension 100 2 00 Permanent Well Construction Milestones Due Date of Proposal Tuesday, February 3, 2026 Anticipated Notice of Award Friday, March 20, 2026 3 00 Initial Submittal Data to CMAR 4 00 Notice to Proceed 500 Mobilization 6 00 Begin Construction/Drilling Activities 7 00 50% complete with Drilling Activities 8 00 100% Complete with Drilling Activities 9 00 Pump and Motor Installation Completion 10 00 Substantial Completion - Demobilization 11.00 Final Completion Wednesday, April 1, 2026 Wednesday, April 1, 2026 Tuesday, April 7, 2026 Tuesday, April 28, 2026 Tuesday, September 1, 2026 Friday, January 1, 2027 Thursday, April 1, 2027 Saturday, May 1, 2027 Tuesday, June 1, 2027 $1,000 Per Day Penalty For Not Achieving Milestones City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 Company: ADDENDA No. 3 - SOV 3 01 Page 808 of 1298 COCS - Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.00 - SOV 3.01- Production Well Construction - ADDENDA No. 3 ITEM NUMBER Well 10 1.00 Mobilization and Demobilization 2.00 DESCRIPTION MEASUREMENT AND PAYMENT Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 3.00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications 4.00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 5.00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' 6.00 above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications 7.00 8.00 9.00 10.00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per specifications Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities. Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), approved submittals for permanent products and required works plans and the Notice to Proceed is Issued; 75% of the lump sum bid upon initial equipment mobilization to the site; 100% of the lump sum Bid when 10% or more of the bid amount is earned. Measurement and Payment for minimum 50' of Conductor Casing installation measure per vertical foot. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Measurement and Payment for minimum 200' of Conductor Casing installation. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Contractor is responsible for a 42"/48" outer conductor casing if the contractor deems it necessary to ensure a successful installation of the 36" conductor casing per contract documents. Measurement and Payment for Pilot hole drilling and Pilot Hole Logging will be by the vertical foot. Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope. It is the sole risk of the bidder to select a firm that is not approved and as part of this proposal - it is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the EOR. Test Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log. If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item. Scales, measurement rates, logging speed, etc. are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. Install cement plug below well per specifications. Paid by Lump Sum upon 100% completion of cement plug placement. Installation of 24" diameter surface casing and 20" diameter intermediate casing includes all work associated with reaming the test hole to a minimum 30" diameter for the 24" surface casing and minimum 26" diameter for the 20" intermediate casing and furnishing and installation of 24" and 20" diameter casings. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 6-5/8" diameter casing installed, accepted, and ready for use as its intended purpose. Grout 24" and 20" casings per specification from the bottom of the 20" casing to land surface. Paid by Lump Sum upon 100% completion of well grouting. Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose. Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter pipe based, continuous -slot, wire -wound screen. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose. Install gravel packing per specifications and paid as a lump sum upon which 50% will be paid after installation and 100% paid after well testing is completed and approved by CMAR representative. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.01 Page 809 of 1298 11.00 Water Well Development, Pumping Tests and Disinfection per specifications 12.00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications Well Development and Disinfection to be completed before well testing commences. This item is to be paid by lump sum and upon successful completion of Well Development and Disinfection as determined by the CMAR representative 95% of the lump sum bid item will be paid. After Developing and Disinfection is completed and water quality results have been received from the laboratory then 100% of this bid item will be paid. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste, water, or excess materials, etc. necessary to have the temporary test pump installed and removed, well developed, disinfected, accepted, and ready for use as its intended purpose. Requirements for furnishing, installing and testing of deep well lineshaft pump per the specifications. The complete installation to include new lineshaft pump, motor, steel discharge head, column pipe, tubing and shafting, air line, solution tubing and associated strainer and suction adapter for the complete operational water well pumping system. Item to be paid as a lump sum after acceptance testing of the pumping system. 13.00 14.00 CIP Concrete Well Foundation & Piers per drawings Provide Spare Parts and Training Install Concrete well foundation and concrete piers per specifications and details. Work shall be paid per lump sum after Concrete Well Foundation & Concrete Piers are poured and approved by CMAR representative. Refer to Sheet S-2 Lump sum payment for providing spare parts and training identified in the following specification sections: •33 21 13 Public Supply Well All manufacturers recommended spare parts and training not specifically defined in these sections shall he inrirlcntal to tha annrnnriatc hirl it.rri Well 11 15.00 Mobilization and Demobilization 16.00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 17.00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications 18.00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications 19.00 Installation of Cement Plug Below Total Well Depth, per specifications Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' 20.00 above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications 21.00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per specifications Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities. Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), approved submittals for permanent products and required works plans and the Notice to Proceed is Issued; 75% of the lump sum bid upon initial equipment mobilization to the site; 100% of the lump sum Bid when 10% or more of the bid amount is earned. Measurement and Payment for minimum 50' of Conductor Casing installation measure per vertical foot. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Measurement and Payment for minimum 200' of Conductor Casing installation. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Contractor is responsible for a 42"/48" outer conductor casing if the contractor deems it necessary to ensure a successful installation of the 36" conductor casing per contract documents. Measurement and Payment for Pilot hole drilling and Pilot Hole Logging will be by the vertical foot. Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope. It is the sole risk of the bidder to select a firm that is not approved and as part of this proposal - it is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the EOR. Test Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log. If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item. Scales, measurement rates, logging speed, etc. are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. Install cement plug below well per specifications. Paid by Lump Sum upon 100% completion of cement plug placement. Installation of 24" diameter surface casing and 20" diameter intermediate casing includes all work associated with reaming the test hole to a minimum 30" diameter for the 24" surface casing and minimum 26" diameter for the 20" intermediate casing and furnishing and installation of 24" and 20" diameter casings. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 6-5/8" diameter casing installed, accepted, and ready for use as its intended purpose. Grout 24" and 20" casings per specification from the bottom of the 20" casing to land surface. Paid by Lump Sum upon 100% completion of well grouting. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.01 Page 810 of 1298 22.00 23.00 24.00 Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications 25.00 Water Well Development, Pumping Tests and Disinfection per specifications 26.00 Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose. Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter pipe based, continuous -slot, wire -wound screen. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose. Install gravel packing per specifications and paid as a lump sum upon which 50% will be paid after installation and 100% paid after well testing is completed and approved by CMAR representative. Well Development and Disinfection to be completed before well testing commences. This item is to be paid by lump sum and upon successful completion of Well Development and Disinfection as determined by the CMAR representative 95% of the lump sum bid item will be paid. After Developing and Disinfection is completed and water quality results have been received from the laboratory then 100% of this bid item will be paid. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste, water, or excess materials, etc. necessary to have the temporary test pump installed and removed, well developed, disinfected, accepted, and ready for use as its intended purpose. Requirements for furnishing, installing and testing of deep well lineshaft pump per the specifications. The complete installation to include new lineshaft pump, motor, steel discharge head, column pipe, Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well tubing and shafting, air line, solution tubing and associated strainer and suction adapter for the Motor Equipment per specifications complete operational water well pumping system. Item to be paid as a lump sum after acceptance testing of the pumping system. 27.00 CIP Concrete Well Foundation & Piers per drawings Install Concrete well foundation and concrete piers per specifications and details. Work shall be paid per lump sum after Concrete Well Foundation & Concrete Piers are poured and approved by CMAR representative. Refer to Sheet S-2 28.00 Provide Spare Parts and Training Lump sum payment for providing spare parts and training identified in the following specification sections: •33 21 13 Public Supply Well All manufacturers recommended spare parts and training not specifically defined in these sections shall he inrirlanfal fn fha annrnnriafc hid ifcm Well 12 29.00 Mobilization and Demobilization 30.00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min. 50 LF per specifications 31.00 Installation and Sealing of 36" Steel Conductor Casing, Min. 200 LF, per specifications 32.00 Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Pilot Hole Logging (Geophysical Logs), per specifications Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities. Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), approved submittals for permanent products and required works plans and the Notice to Proceed is Issued; 75% of the lump sum bid upon initial equipment mobilization to the site; 100% of the lump sum Bid when 10% or more of the bid amount is earned. Measurement and Payment for minimum 50' of Conductor Casing installation measure per vertical foot. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Measurement and Payment for minimum 200' of Conductor Casing installation. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing shall extend above existing ground level and as outlined within the specifications and project plans and details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Contractor is responsible for a 42"/48" outer conductor casing if the contractor deems it necessary to ensure a successful installation of the 36" conductor casing per contract documents. Measurement and Payment for Pilot hole drilling and Pilot Hole Logging will be by the vertical foot. Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope. It is the sole risk of the bidder to select a firm that is not approved and as part of this proposal - it is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the EOR. Test Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log. If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item. Scales, measurement rates, logging speed, etc. are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.01 Page 811 of 1298 33.00 Installation of Cement Plug Below Total Well Depth, per specifications Install cement plug below well per specifications. Paid by Lump Sum upon 100% completion of cement plug placement. Drilling, Reaming and Installation of 24" Diameter Surface Casing (1,400' length + 3' 34.00 above ground) and 20" Intermediate Casing (1,050' length with swage) with Minimum 30" and 26" Reamed Holes, respectively, per specifications 35.00 36.00 37.00 38.00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per specifications Reaming and Installation of 14" Diameter Blank Production Casing (incl. 200' lap) with Minimum 24" Underreamed Hole per specifications Reaming and Installation of 14" Diameter Well Screen with Minimum 24" Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200' lap into Intermediate Casing, per specifications 39.00 Water Well Development, Pumping Tests and Disinfection per specifications 40.00 Installation of 24" diameter surface casing and 20" diameter intermediate casing includes all work associated with reaming the test hole to a minimum 30" diameter for the 24" surface casing and minimum 26" diameter for the 20" intermediate casing and furnishing and installation of 24" and 20" diameter casings. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 6-5/8" diameter casing installed, accepted, and ready for use as its intended purpose. Grout 24" and 20" casings per specification from the bottom of the 20" casing to land surface. Paid by Lump Sum upon 100% completion of well grouting. Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose. Installation of 14" diameter blank production casing includes all work associated with underreaming the pilot holed hole to a minimum 24" diameter and furnishing and installation of 14" diameter pipe based, continuous -slot, wire -wound screen. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose. Install gravel packing per specifications and paid as a lump sum upon which 50% will be paid after installation and 100% paid after well testing is completed and approved by CMAR representative. Well Development and Disinfection to be completed before well testing commences. This item is to be paid by lump sum and upon successful completion of Well Development and Disinfection as determined by the CMAR representative 95% of the lump sum bid item will be paid. After Developing and Disinfection is completed and water quality results have been received from the laboratory then 100% of this bid item will be paid. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste, water, or excess materials, etc. necessary to have the temporary test pump installed and removed, well developed, disinfected, accepted, and ready for use as its intended purpose. Requirements for furnishing, installing and testing of deep well lineshaft pump per the specifications. The complete installation to include new lineshaft pump, motor, steel discharge head, column pipe, Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well tubing and shafting, air line, solution tubing and associated strainer and suction adapter for the complete operational water well pumping system. Item to be paid as a lump sum after acceptance testing of the pumping system. Motor Equipment per specifications 41.00 CIP Concrete Well Foundation & Piers per drawings Install Concrete well foundation and concrete piers per specifications and details. Work shall be paid per lump sum after Concrete Well Foundation & Concrete Piers are poured and approved by CMAR representative. Refer to Sheet S-2 42.00 Provide Spare Parts and Training Lump sum payment for providing spare parts and training identified in the following specification sections: •33 21 13 Public Supply Well All manufacturers recommended spare parts and training not specifically defined in these sections shall ha inrirlantal to tha annrnnriata hid itam 43.00 Furnish Spare Well Motor Lump Sum payment to provide, not install, one (1) Spare Motor. Bid item shall include furnishing one (1) complete spare motor as specified in the Contract Documents and approved submittals. The Spare Motor shall be new, unused, and identical in type, size, rating, and configuration to the motor specified in 33 21 13, 2.02 E for permanent installation, including all required accessories, mounting hardware, protective coatings, and documentation. The Spare Motor shall match all specifications, horsepower, and performance requirements of the motors for Wells 10, 11, and 12. The lump sum price shall include all labor, materials, testing, factory certifications, packaging, delivery to the project site or Owner -designated location, and all incidental costs necessary to provide the Spare Motor in accordance with the Contract Documents. Payment of the lump sum amount shall be made upon delivery of the Spare Motor, acceptance by the Owner or Engineer, and receipt of all required documentation. No separate measurement or payment will be made for partial delivery, storage, handling, or documentation, as these costs shall be included in the lump sum bid price. 44.00 Provide and Install Data Logger On Existing Test Well Lump sum payment for installing an in -site data logger on the existing Test Well. Work shall be complete in place as specified in Section 40 72 42, Paragraph 2.02. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.01 Page 812 of 1298 Item shall be measured as lump sum and include mobilization to the site and demobilization from the site. In the event the CMAR directs the Bidder to vacate the project site, for whatever reason, and demobilization/Remobilization is necessary, this EW Bid Item will be billed at the lump sum bid. EW1 Additional Demobilizations and Remobilization at the Direction of the CMAR No additional costs associated with demobilization and remobilization will be billed outside of the Lump Sum bid. Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to plug, abandon and decommission the Well per the project EW2 Plug and Abandon Pilot Hole (Decommissioning Well) - CMAR Directed specifications. This item will not be performed until it is directly communicated by the CMAR in writing. EW3 EW4 EW5 EW6 EW7 EW8 EW9 EW10 Pilot Hole Water Sampling Using the Temporary Test Well Method - Installation, Development and Water Sample Analyses Add or Deduct for Pilot Hole Drilling, Drill Cuttings Collection and Sieve Analyses, and Geophysical Logging Measurement and Payment will be made at the unit price bid. Item to include all labor, equipment, materials and laboratory costs associated with capturing and producing sample(s) at the direction of the CMAR. Measurement and Payment for EW Pilot hole drilling and Pilot Hole Logging will be by the vertical foot. Logging of work will include subcontracted firms as specified within the project specifications as approved firms that are able to fulfill this scope. It is the sole risk of the bidder to elect a firm that is not approved and as part of this proposal - it is up to the contractor to request deviation after award and approval is not a guarantee and at the discretion of the EOR. Pilot Hole Logging will include the logging of the complete test (pilot) hole with the prescribed means and methods which include induction logging, neutron log and caliper log. If required by engineer to perform and provide a spectra log, this will be measured and paid for under a separate Extra Work Pay Item. Scales, measurement rates, logging speed, etc. are to be the sole responsibility of the contractor and all costs associated with logging and professional log analyst, including third party evaluation letter shall be captured within this bid item. The add or deduct of 36" Conductor Casing will be billed per Vertical Foot for any 36" Conductor Casing including cement grouting added or removed. Conductor casing to be installed prior to drilling of the pilot hole. It is the contractor responsibility to install the conductor casing deep enough within an impermeable layer and provide an adequate seal on the casing to ensure appropriate stability of the hole and drilling rig throughout the entire sequence of construction. The top of the conductor casing Add or Deduct for 36" Diameter Conductor Casing including Cement Grout seal - Add or shall extend above existing ground level and as outlined within the specifications and project plans and Deduct details. Contractor will be responsible to perform and cover any cost for any remediation if there is an inadequate seal between the hole and casing and/or stability issues of the drilling rig or hole. Add or Deduct for Min. 30" Diameter Reamed hole with 24" Casing including Cement Grout Seal Add or Deduct for Min. 26" Diameter Reamed hole with 20" Intermediate Casing including Cement Grout Seal Add or Deduct for Min. 24" Diameter Underreamed hole with 14" Blank Production Casing including Gravel Pack Add or Deduct for Min. 24" Diameter Underreamed hole with 14" Screen including Gravel Pack Add or Deduct for 20' Section of Pump Column Assembly More or Less that Base Bid Length of 700' Installation of EW 24" diameter casing includes all work associated with reaming the pilot hole to a minimum 30" diameter and furnishing and installation of 24" diameter casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 24" diameter casing installed, accepted, and ready for use as its intended purpose. Installation of EW 20" diameter casing includes all work associated with reaming the pilot hole to a minimum 26" diameter and furnishing and installation of 20" diameter casing. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 24" diameter casing installed, accepted, and ready for use as its intended purpose. Installation of EW 14" diameter blank production casing includes all work associated with underreaming the pilot hole to a minimum 24" diameter and furnishing and installation of 14" diameter blank production casing more or less than the base length per the specifications. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter blank production casing installed, accepted, and ready for use as its intended purpose. Installation of EW 14" diameter screen includes all work associated with underreaming the pilot hole to a minimum 24" diameter and furnishing and installation of 14" diameter screen more or less than the base length per the specifications. The work includes providing all materials, labor, supervision, equipment, tools, and all other incidentals necessary to complete the work. Payment shall be at the unit price per vertical foot which price shall constitute full compensation for the completed work all in accordance with the Contract Documents. This includes, but is not limited to, all materials, tools, labor, equipment, supplies, removal and disposal of waste or excess materials, etc. necessary to have the 14" diameter screen installed, accepted, and ready for use as its intended purpose. Measurement and Payment will be made at the Unit Price bid if directed by the CMAR. Item to include all labor, materials, equipment and related items to install the pumping equipment to a depth other than the base bid amount of 700'. This includes all items such as column pipe, oil tubing, tubing stabilizers, lineshaft, air line tubing, PVC tubing, etc. for making the pump operational to the adjust base depth. This item will not be performed unless directed. City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.01 Page 813 of 1298 EW11 EW12 EW13 Add or Deduct for 10' Section of Pump Column Assembly More or Less that Base Bid Length of 700' Add or Deduct for Cast Iron Pump Bowl Stage to Meet Final Well Pump Design Conditions Add or Deduct for Ductile Iron Pump Bowl Stage to Meet Final Well Pump Design Conditions Measurement and Payment will be made at the Unit Price bid if directed by the CMAR. Item to include all labor, materials, equipment and related items to install the pumping equipment to a depth other than the base bid amount of 700'. This includes all items such as column pipe, oil tubing, tubing stabilizers, lineshaft, air line tubing, PVC tubing, etc. for making the pump operational to the adjust base depth. This item will not be performed unless directed. Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to the installation of a Cast Iron Bowl to meet final Well Pump Design Conditions. Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to the installation of a Ductile Iron Bowl to meet final Well Pump Design Conditions. Deduct will be made at the Lump Sum bid if directed by the CMAR. Item to include all labor, materials, equipment and related items to substituting a 900 HP motor for the 1,000 HP motor in the Base Bid. EW14 Deduct for 900 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid The 900 HP motor shall meet the same specifications as the 1,000 HP motor included in the Base Bid. This item will not be performed unless directed. EW15 Deduct for 800 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid EW16 At the Engineers direction, Log the Completed Pilot Hole with a Baker Hughes Spectra Log or approved equal EW17 Bonds, Performance and Payment Deduct will be made at the Lump Sum bid if directed by the CMAR. Item to include all labor, materials, equipment and related items to substituting an 800 HP motor for the 1,000 HP motor in the Base Bid. The 800 HP motor shall meet the same specifications as the 1,000 HP motor included in the Base Bid. This item will not be performed unless directed. Measurement and Payment will be made at the Lump Sum bid. Item to include all labor, materials, equipment and related items to log the completed test hole with a baker Hughes Spectra Log or Compatible per the project specifications. This item will not be performed until it is directed. Payment made at Lump Sum bid. Item includes furnishing performance and payment bonds in accordance with the Contract Documents. EW18 Additional Well Water Sampling and Testing As Directed By CMAR Payment made at Lump Sum bid for one complete set of well water sampling, testing and analysis in accordance with the Specification Section 33 21 13 Paragraph 3.02, A., 2.. EW19 Additional Training as Directed By CMAR Payment shall be per each 8-hour day of additional training. Payment will include all travel, lodging, per- dem, and incidental expenses to conduct an 8-hour training session as directed by the CMAR City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.01 Page 814 of 1298 COCS - Wells 10,11,12 and Collection Pipeline - Bid Package 3 00 - SOV 3 02 - Well Piping/Transmission Pipeline Installation -ADDENDA No 3 NUM ER 1 I2 I 6 SIZE DESCRIPTION Mobilization (Maximum 10% of Total Base Bid Items 2-40) Traffic Control Notice of Intent and Notice of Termination TCEQ (Including Yearly Fees) Well Site Perimeter Fencing (Chain -link) - Well Site 10 Well Site Perimeter Fencing (Chain -link) - Well Site 11 Well Site Perimeter Fencing (Chain -link) - Well Site 12 Well Piping/Transmission Pipeline Installation EST QUANTITY UNIT 100 Lump Sum 100 Lump Sum 100 Lump Sum 100 Lump Sum 100 Lump Sum 100 Lump Sum UNIT PRICE 16" Open Cut Pipe Installation II 17 00 (Linear Feet to 11 12 20" Open Cut Pipe Installation - Well Laterals and Well Collection Lines (all below grade 20. DIP) 24" open Cut Pipe Installation -Transmission Main 30" Open Cut Pipe Installation - Transmission Main 36" Open Cut Pipe Installation -Transmission Main 30" Trenchless Construction & Garner Pipe Installation (All pressure classes) 3,91200 Linear Feet 2,72200 Linear Feet 5,89100 Linear Feet 95000 Linear Feet 20600 Linear Feet 13 36" Trenchless Construction & Carrier Pipe Installation (All pressure classes) 3300 Linear Feet 14 Contractor "Write -In" Trench Safety 'Bidder to fill in Linear Feet and Unit Price' 13,731 00 Linear Feet 15 Pipeline Connection to Existing Systems 400 Each 16 36" 36" Tee (DIP or B303) 100 Lump Sum 1] 20" Well Site No 10- Mechanical Piping 100 Lump Sum 18 20" Well Site No 11- Mechanical Piping 19 20" Well Site No 12- Mechanical Piping 20 Remove and Replace Flexbase Road (Well Access Roads) 21 Remove and Replace Flexbase Road (Bart Road) 22 Remove and Replace Concrete Paving 23 Remove and Replace Asphalt Paving 100 Lump Sum 100 Lump Sum 2500 Square Yards 79000 Square Yards 947 00 Square Valds 13200 Square Yards 24 Remove and Dispose 36-Inch B303 Pipe .000 1 00 100 Each 900 Each 500 Each 100 Each 25 Grout and Abandon 16-Inch Existing Waterline 26 24-Inch Direct Bury Flanged Outlet 27 Combination Air Valve 28 Blow Off Valve 29 16" Butterfly Valve Installation 30 20" Butterfly Valve Installation 31 24" Butterfly Valve Installation 32 30" Butterfly Valve Installation 33 36" Butterfly Valve Installation 34 Pipeline Marker Furnish and Install 35 Permanent Revegetatlon by Seeding 36 Cathodic Protection Casing Test Station 37 Cathodic Protection Isolating Joint Test Station 33 Hydrostatic Pressure Testing & Disinfection of Pipeline 39 Remobilization for Well Site Mechanical Piping Tie -Ins 40 Bond Provide a Performance and Payment Bond 41 Extra Work CMAR Directed Re -mobilization to Tunnel Site to Hydrostatically Test Pipe 42 Extra Work CMAR Directed Re -mobilization 43 Extra Work CMAR Directed Additional Encasement Flowable FIII 44 Extra Work CMAR Directed Additional Encasement 3500ps1 Concrete 45 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 46 Extra Work Special Easement Conditions Linear Feet Lump Sum II 400 (Each SUBTOTAL II TOTAL EXTRA WORK ITEMS -I TOTAL PROPOSED VALUE (BASE BID ITEMS & EXTRA WORK or ALTERNATE ITEMS)' Note 1 Bidder's project approach will be required to be fumed In with the bid for evaluation by me Project Team Note 2 Reference Fiber Optic and Pipeline Plan Orawngs for information related to this Bid Package Note 3 Bidder understands multiple mobilizations will be required and work will take place from time to time for the duration Mine project No additional compensation for rem0blllzatlons will be made to contractor unless the mobilization is directed by the CMAR (ALT 01) Note 4 Bidder is to begin installation with the coordinated shutdown of the 36" B303, Removal and Replacement, Station 129+49 58 to 123+00 Note 5 Staking for Contractors wwk will be Included In the Contractors scope to perform No staking will be provided by the CMAR As-builts will need to be provided Note 6 Bidder is required to famish liability insurance in accordance with the agreement and Section 00 72 00 - Standard General Conditions and 00 73 00 - Supplementary Conditions Note 7 Bidder understands mat the%owlll be CMAR provided material and provided bid Is composed accordingly Note 8 All work shall be coordinated with the CMAR Note 9 Bidder is to understand and incorporatewithin melt pricing the varying conduit and cable details as notated within the plans well site Inn details vs detail following main transmission pipeline Note 10 Bidder to understand multiple mobilizations may be required to complete their scope of work - bidder also responsible for coordinating with the other Each bidder shall submit one (1) hard copy of SOV and one (1) digital copy of SOV In excel format as specified in Instructions to Bidders. 100 Each 100 Each 200 Each 100 Lump Sum 100 Lump Sum 800 Each 200 Each 100 Lump Sum 300 Each 100 Lump Sum 1 00'Lump Sum 00 Each 200 Each 50000 Cubic Yards 50000 Cubic Yards 1,00000 Tans 100 Lump Sum 1 00 ILump Sum 1 00'Lump Sum 100 2.00 400 CO 6.00 TOTAL:I $ 'TOTAL I$ 'TOTAL I$ Installation Milestone Proposals Due (Tuesday, February 3, 2026 Anticipated Notice of Award Friday, March 20,2026 Submittal Data to COMP Friday, April 10, 2026 Completion of 50% of Pipeline Installation Wednesday, October 7,2026 Pipeline Installed and Ready for Testing Monday, April 5,2027 Substantial Completion Wednesday, May 5,2027 Final Completion Friday,lune 4, 2027 EXTENSION $1,500 Per Day Penalty For Not Achieving Milestones Company City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3 00 ADDENDA No 3-50V302 Page 815 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment - ADDENDA No. 1 ITEM SIZE DESCRIPTION 1.00 Mobilization (Maximum 10% of Total Base Bid Items 2-40) 2.00 Traffic Control 3.00 Notice of Intent and Notice of Termination: TCEQ (Including Yearly Fees) 4.00 Well Site Perimeter Fencing (Chain -link) - Well Site 10 5.00 Well Site Perimeter Fencing (Chain -link) - Well Site 11 6.00 Well Site Perimeter Fencing (Chain -link) - Well Site 12 7.00 16" Open Cut Pipe Installation 8.00 20" Open Cut Pipe Installation - Well Laterals and Well Collection Lines (all below grade 20' DIP) MEASUREMENT AND PAYMENT Item shall be measured as lump sum and include mobilization to the site, demobilization from the site, necessary licenses, permits, and temporary facilities Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% total amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows' 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), and the Notice to Proceed is Issued; 75% of the lump sum Bid upon initial equipment mobilization to the site and completion of pre -job video documentation; 100% of the lump sum Bid when 10% or more of the Bid amount is earned Contractor is required to provide all necessary traffic control materials and plans, equipment, tools, materials, and labor to install, maintain throughout construction activities, and remove, site access roads as shown in the plans The Site Access Roads will be constructed per the plans and specifications on the routes indicated by the Owner's agreements with landowner's, or as otherwise indicated in the bid This pay item is intended to encompass access roads to the easement, for resident and public access and covers driveway relocation or new construction, residential access construction, shoefly and bypass road construction and removal of such as depicted in the plans, plan notes and specifications if removal is required. Pay item for both permanent or temporary site access for residential and commercial individuals and to remain permanent or be removed per the bid documents, or as required. Measurement for this item will be on a Lump Sum Basis and will be weighted on percent complete as work progresses. All field adjustments to site access roads must be approved in writing by CMAR and landowner/agent before any deviations from the plans and specifications Measurement of this item will be by Lump Sum This bid item includes all costs associated with preparing and submitting a Notice of Intent to TCEQ in accordance with the agreement and specifications Payment will be based on the Lump Sum Price payable upon receipt of NOI submittal and receipt of NOT Item shall be measured as a lump sum Item includes materials, labor, equipment, and incidentals for installation of the Perimeter Fencing around the Well Pad. This pay item does not include temporary fencing required to secure the work area from the public, livestock or other. Any temporary fencing will be at the contractors discretion There will be no separate payment made for temporary fencing. This item includes the permanent gate, locking mechanisms, tensioning, mow strip, barbed wire, grounding and all other incidentals required for a full and successful installation. Item shall be measured as a lump sum Item includes materials, labor, equipment, and incidentals for installation of the Perimeter Fencing around the Well Pad. This pay item does not include temporary fencing required to secure the work area from the public, livestock or other. Any temporary fencing will be at the contractors discretion There will be no separate payment made for temporary fencing. This item includes the permanent gate, locking mechanisms, tensioning, mow strip, barbed wire, grounding and all other incidentals required for a full and successful installation. Item shall be measured as a lump sum Item includes materials, labor, equipment, and incidentals for installation of the Perimeter Fencing around the Well Pad. This pay item does not include temporary fencing required to secure the work area from the public, livestock or other. Any temporary fencing will be at the contractors discretion There will be no separate payment made for temporary fencing. This item includes the permanent gate, locking mechanisms, tensioning, mow strip, barbed wire, grounding and all other incidentals required for a full and successful installation. Measurement and payment for pipe installed by open -cut shall be per linear foot of actual horizontal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This item includes installation of all horizontal and vertical fittings in the linear foot price Payment made at a unit price Bid shall include: pipe, materials, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub outs, flexible joints, special coatings (where indicated), and closure sections, welding joints, grouting joints, joint wrap, shoring, dewaterng, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants; and any measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications. Furnishing of 16" DI pipe is to be provided by the Bidders/Contractors. Bidder responsible for scheduling and managing deliveries at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications. As -built information will be required to accompany monthly progress payments for work completed to date. The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-builts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities. Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc. resulting from damage inflicted to any utility line by the Bidder Upon completion of right-of-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid price per linear foot Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its original, or required condition, including fence repair, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. Measurement and payment for pipe installed by open -cut shall be per linear foot of actual horizontal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This item includes installation of all horizontal and vertical fittings in the linear foot price Payment made at a unit price Bid shall include: materials, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub outs, flexible joints, special coatings (where indicated), and closure sections, welding joints, grouting joints, joint wrap, shoring, dewatering, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants, and any measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications. Furnishing of DI underground pipe is provided by CMAR (20' long joints, Per ACIPCO Lay Schedule). Bidder responsible for scheduling and managing deliveries at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications. As -built information will be required to accompany monthly progress payments for work completed to date. The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-builts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities. Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc. resulting from damage inflicted to any utility line by the Bidder Upon completion of right-of-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid price per linear foot Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its original, or required condition, including fence repair, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.02 Page 816 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment - ADDENDA No. 1 ITEM SIZE DESCRIPTION 9.00 24" Open Cut Pipe Installation - Transmission Main 10.00 30" Open Cut Pipe Installation - Transmission Main MEASUREMENT AND PAYMENT Measurement and payment for pipe installed by open -cut shall be per linear foot of actual horizontal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This item includes installation of all horizontal and vertical fittings in the linear foot price Payment made at a unit price Bid shall include: materials, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub outs, flexible Joints, special coatings (where indicated), and closure sections, welding joints, grouting joints, joint wrap, shoring, dewatering, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants, and any measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications. Furnishing of DI underground pipe is provided by CMAR (20' long Joints Only, Per ACIPCO Lay Schedule) Bidder responsible for scheduling and managing deliveries at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications. As -built information will be required to accompany monthly progress payments for work completed to date. The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-builts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities. Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc. resulting from damage inflicted to any utility line by the Bidder Upon completion of right-of-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid price per linear foot Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its original, or required condition, including fence repair, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. Measurement and payment for pipe installed by open -cut shall be per linear foot of actual horizontal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This item includes installation of all horizontal and vertical fittings in the linear foot price Payment made at a unit price Bid shall include: materials, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub outs, flexible Joints, special coatings (where indicated), and closure sections, welding joints, grouting joints, joint wrap, shoring, dewatering, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants, and any measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications. Furnishing of DI underground pipe is provided by CMAR (20' Long Joints Only per ACIPCO Lay Schedule) Bidder responsible for scheduling and managing deliveries at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications. As -built information will be required to accompany monthly progress payments for work completed to date. The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-builts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities. Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc. resulting from damage inflicted to any utility line by the Bidder Upon completion of right-of-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid price per linear foot Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its original, or required condition, including fence repair, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.02 Page 817 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment - ADDENDA No. 1 ITEM SIZE DESCRIPTION MEASUREMENT AND PAYMENT 11.00 36" Open Cut Pipe Installation - Transmission Main 12.00 30" Trenchless Construction & Carrier Pipe Installation (All pressure classes) Measurement and payment for pipe installed by open -cut shall be per linear foot of actual horizontal length from center of fitting to center or end of pipe by station without any deduction for the length of intermediate fittings, specials or valves This item includes installation of all horizontal and vertical fittings in the linear foot price Payment made at a unit price Bid shall include: materials, labor, necessary traffic control plans and products, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, stub outs, flexible joints, special coatings (where indicated), and closure sections, welding joints, grouting joints, joint wrap, shoring, dewatering, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping, replacement of sidewalks, replacement of drainage structures, temporary fencing and gates, temporary replacement of street lights, fire hydrants, and any measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications. Furnishing of DI underground pipe is provided by CMAR (20' Long Joint Only, per ACIPCO lay Schedule) Bidder responsible for scheduling and managing deliveries at the rate required by the Contract Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications. As -built information will be required to accompany monthly progress payments for work completed to date. The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-builts to be captured and covered under this pay item Payment for main line pipeline shall include all extra precautions or construction requirements necessary to adequately protect and support existing utilities. Payment for main line pipe shall include all costs required to have utility companies repair any damage inflicted to their lines by the Bidder and any cleanup, property damages, fines, etc. resulting from damage inflicted to any utility line by the Bidder Upon completion of right-of-way removal of topsoil, payment will be allowed for up to five percent (5%) of the Bid price per linear foot Upon completion of pipe laying, backfilling, and consolidation of trench backfill, payment for pipe installation will be allowed for seventy-seven (80%) percent of the Bid amount per linear foot An additional fifteen (15%) percent will be allowed when the property affected by construction operations has been completely restored to its original, or required condition, including fence repair, grading, and removal of all equipment or materials related to construction, but not including reseeding Topsoil replacement will be in accordance with the provided easement conditions between the Owner and Landowner These amounts are exclusive of any standard retainage, which will be in addition to the amounts withheld for cleanup and testing All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. Measurement and payment for pipe shall be per linear foot of actual horizontal length from beginning of casing/liner plate to end of casing/liner plate by station Payment made at a unit price Bid shall include: materials, necessary traffic control plans and products, labor, equipment, and incidentals for unloading, hauling, staging, and installation of water pipe in casing / liner plate, brick and mortar bulk -heads, flexible joints, fiber optic conduits, installation of conduits, special coatings (where indicated), and closure sections, welding joints, joints, shoring, dewatering, and pumping where necessary, trench / pit excavation, backfilling, embedment material, pipeline and appurtenance markers, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, dust control, removal of mud from roadways, erosion and sedimentation control device repair, test plugs and temporary piping, replacement of drainage structures, temporary fencing and gates, temporary relocations of power poles, mailboxes, street lights, fire hydrants; and any Measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications Furnishing of Carrier pipe is provided by CMAR (20' long Joints per the ACIPCO Lay Schedule) Bidder is responsible for scheduling and managing deliveries at the rate required by the Contract 50% of line item total will be paid when all casing/liner plate is installed. Remaining 50% will be paid once the carrier pipe has been installed inside of the casing/liner plate. The measurement for payment for pipe to be installed in a casing will be the same length as the casing in which the water pipe is installed. As-builts to be captured under this pay item as it applies to this scope of pipeline installation All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. Measurement and payment for pipe shall be per linear foot of actual horizontal length from beginning of casing/liner plate to end of casing/liner plate by station Payment made at a unit price Bid shall include: materials, necessary traffic control plans and products, labor, equipment, and incidentals for unloading, hauling, staging, and installation of water pipe in casing / liner plate, brick and mortar bulk -heads, flexible joints, fiber optic conduits, installation of conduits, special coatings (where indicated), and closure sections, welding joints, joints, shoring, dewatenng, and pumping where necessary, trench / pit excavation, backfilling, embedment material, pipeline and appurtenance markers, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus materials, cleaning up and maintenance, dust control, removal of mud from roadways, erosion and sedimentation control device repair, test plugs and temporary piping, replacement of drainage structures, temporary fencing and gates, temporary relocations of power poles, mailboxes, street lights, fire hydrants, and any Measurement and Payment incidental work and materials not otherwise indicated in other pay items, all in strict accordance with the Plans and Specifications Furnishing of Carrier pipe is provided by CMAR (20' Long Joints per the ACIPCO Lay 13.00 36" Trenchless Construction & Carrier Pipe Installation (All pressure classes) Schedule) Bidder is responsible for scheduling and managing deliveries at the rate required by the Contract 50% of line item total will be paid when all casing/liner plate is installed. Remaining 50% will be paid once the carrier pipe has been installed inside of the casing/liner plate. Contractor 14.00 Trench Safety: *Bidder to fill in Linear Feet and Unit Price* "Write -In" 15.00 Pipeline Connection to Existing Systems 16.00 36" 36" Tee (DIP or B303) 17.00 20" Well Site No. 10 - Mechanical Piping 18.00 20" Well Site No. 11 - Mechanical Piping 19.00 20" Well Site No. 12 - Mechanical Piping 20.00 Remove and Replace: Flexbase Road (Well Access Roads) The measurement for payment for pipe to be installed in a casing will be the same length as the casing in which the water pipe is installed. As-builts to be captured under this pay item as it applies to this scope of pipeline installation All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. Payment made at unit price Bid shall be measured in linear feet along centerline of the pipeline or other utility. Item includes labor, supervision, materials, and equipment for trench safety and shoring in accordance with all applicable contract Documents, federal, and state laws and regulations Measurement and payment for pipeline connections and tie ins installed by open -cut shall be per each. Tie-ins to be made at STA 119+53 48, STA 121+16 52, STA 122+95 44, and STA 129+36 24 Payment made at a per each price Bid shall include: matenals, labor, equipment, and incidentals for unloading, hauling, staging, and laying of pipe, fittings, flexible joints, transitional pieces, special coatings (where indicated), and closure sections, grouting joints, joint wrap, shoring, dewatenng, and pumping where necessary, trench excavation, backfilling, embedment material, curb and gutter replacement, permanent grading, removal and replacement of topsoil, diversion dikes, terracing, protecting or replacing or temporarily relocating existing structures or utilities, disposal of surplus matenals, cleaning up and maintenance, sign replacement, surveying and replacement of monuments, dust control, removal of mud from roadways, erosion and sedimentation control device repair as damaged by contractor, temporary bypass piping installation; all in strict accordance with the Plans and Specifications including valving, restraint, air release (as applicable), and removal Contractor is to provide all necessary equipment, tools, and labor to provide adequate as -built information to the Owner in accordance to Specifications. As -built information will be required to accompany monthly progress payments for work completed to date. The cost of this is incidental to the Bidder No separate payment will be accommodated and all costs associated with as-builts to be captured and covered under this pay item All excavation shall be unclassified No separate payment shall be made for rock excavation and the cost thereof shall be included in the unit price Bid for main line pipe. Payment made at unit price Bid shall be measured by lump sum. Item includes materials, labor, equipment, and incidentals for complete installation of the 36-inch tee either DIP or B303 material and all associated components including; flanged accessories, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying depths or material type chosen at contractors discretion Payment made as a lump sum. Item includes materials, labor, equipment, and incidentals for complete installation of the mechanical piping connecting to the Well Pumps and buried transmission main Installation to include all associated components including, transition piping from direct bury transmission main to the mechanical piping, flanged spool pieces, couplings, bolts/gaskets, painting of mechanical piping and all other accessories as indicated in the Contract Items provided by CMAR included in project specifications under "Summary Of Work" section. Payment made as a lump sum. Item includes matenals, labor, equipment, and incidentals for complete installation of the mechanical piping connecting to the Well Pumps and buried transmission main Installation to include all associated components including; transition piping from direct bury transmission main to the mechanical piping, flanged spool pieces, couplings, bolts/gaskets, painting of mechanical piping and all other accessories as indicated in the Contract Items provided by CMAR included in project specifications under "Summary Of Work" section. Payment made as a lump sum. Item includes matenals, labor, equipment, and incidentals for complete installation of the mechanical piping connecting to the Well Pumps and buried transmission main Installation to include all associated components including; transition piping from direct bury transmission main to the mechanical piping, flanged spool pieces, couplings, bolts/gaskets, painting of mechanical piping and all other accessories as indicated in the Contract Items provided by CMAR included in project specifications under "Summary Of Work" section. Payment shall be paid and measured in square yards of bid item completed Item to include all labor, equipment, traffic control plans and matenals and construction matenals including culvert(s), fill materials, earthwork, compaction, aggregates, flexbase, geognd, and all other incidentals to successfully adjust/improve and or maintain the Well Access Roads back to existing or better condition as outlined in the contract documents Replacement per detail DT-2 on Sheet C-51 City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.02 Page 818 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment - ADDENDA No. 1 ITEM SIZE DESCRIPTION 21.00 Remove and Replace: Flexbase Road (Bart Road) 22.00 Remove and Replace: Concrete Paving 23.00 Remove and Replace: Asphalt Paving 24.00 Remove and Dispose: 36-Inch B303 Pipe 25.00 Grout and Abandon: 16-Inch Existing Waterline 26.00 24-Inch Direct Bury Flanged Outlet 27.00 Combination Air Valve 28.00 Blow Off Valve 29.00 16" Butterfly Valve Installation 30.00 20" Butterfly Valve Installation 31.00 24" Butterfly Valve Installation 32.00 30" Butterfly Valve Installation 33.00 36" Butterfly Valve Installation 34.00 Pipeline Marker: Furnish and Install 35.00 Permanent Revegetation by Seeding: 36.00 Cathodic Protection: Casing Test Station 37.00 Cathodic Protection: Isolating Joint Test Station 38.00 Hydrostatic Pressure Testing & Disinfection of Pipeline 39.00 Remobilization for Well Site Mechanical Piping Tie -Ins MEASUREMENT AND PAYMENT Payment shall be paid and measured in square yards of bid item completed Item to include all labor, equipment, traffic control plans and materials and construction materials including culvert(s), fill materials, earthwork, compaction, aggregates, flexbase, geognd, and all other incidentals to successfully adjust/improve and or maintain the Bart Road back to existing or better condition as outlined in the contract documents. Replacement per detail on Sheet C-56 Payment shall be paid and measured in square yards of bid item completed Item to include all labor, equipment, traffic control plans and materials and construction materials including rebar, fill materials, earthwork, compaction, aggregates, flexbase, geognd, and all other incidentals to successfully restore the concrete paving on Bart Road to existing or better conditions. Work to include procuring, pouring of concrete, leveling, expansion joints, and all incidentals included for successful placement. Payment made at unit price Bid shall be measured in square yards along centerline of pipeline by station Item includes materials, labor, equipment, and incidentals for traffic control and maintenance, shoring, dewatering, pumping where necessary and allowed, trench excavation, backfill (including CLSM and flex -base), and surface replacement to pre-existing grade, thickness, and condition or to that detailed in the Contract Drawings whichever is greater and all other work necessary for the acceptable HMAC or Chipseal roads surface complete in place. Area designated for payment is shown in the Contract Drawings No compensation will be made for surface thickness greater than that shown in the Contract Drawings or additional surface replacement or restoration outside the limits shown on the Contract Drawings All items to be considered incidental and included in price Bid No additional payment will be made for faulty grade. Payment for the removal and disposal of the existing 36-inch B303 waterline will be made at the contract unit price per linear foot This pay item shall constitute full compensation for all labor, materials, equipment, and incidentals necessary to complete the work. The scope of this item includes, but is not limited to removal and proper disposal of the existing 36-inch B303 pipe, all disposal and dump fees; trench safety in accordance with current OSHA regulations; dewatering operations; abandonment of existing appurtenances; removal and disposal of associated accessories and coatings, and all other related items required or shown in the Contract Documents No additional compensation will be provided, and no separate pay items will be authorized, for variations in pipe depth or for any other conditions reasonably anticipated as part of the work Payment made at unit price Bid shall be per each. Item includes, materials, labor, equipment, and incidentals for a completion of the 16-inch stub -out. Including, but not limited too' abandonment, removal, disposal, accessories, coatings, and all other accessories as indicated in the Contract. There will be no additional payment due or separate pay item for varying depths Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of the 24-Inch direct buried flanged outlet and all associated components including; flanged outlet, blind flange, flanged accessories, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying depths Payment made at unit price Bid shall be measured per each completed assembly. Item includes materials, labor, equipment, and incidentals for complete installation of Combination Air Valve and all associated components including; flanged accessories (including insulating kit(s)), valve stem extensions , valve stem guide(s), precast vault, vault cover, pipe embedment, vent pipe, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Air valves and valves provided by others Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of Blow Off Valve and all associated components including; flanged outlet, blind flange, flanged accessories (including insulating kit(s)), valves, valve stem extensions , valve stem guide(s), ductile iron pipe and fittings, precast vault, vault cover, CLSM pipe encasement, concrete support, concrete pad, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Valves to be provided by others. Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of Butterfly Valve and all associated components including; connection accessories (including insulating kit(s)), coatings, coupling, harness, bypass, valve stem extensions , valve stem guide(s), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Butterfly Valves to be provided by others Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of Butterfly Valve and all associated components including; connection accessories (including insulating kit(s)), coatings, coupling, harness, bypass, valve stem extensions , valve stem guide(s), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Butterfly Valves to be provided by others Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of Butterfly Valve and all associated components including; connection accessories (including insulating kit(s)), coatings, coupling, harness, bypass, valve stem extensions , valve stem guide(s), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Butterfly Valves to be provided by others Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of Butterfly Valve and all associated components including; connection accessories (including insulating kit(s)), coatings, coupling, harness, bypass, valve stem extensions , valve stem guide(s), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Butterfly Valves to be provided by others Payment made at unit price Bid shall be measured per each. Item includes materials, labor, equipment, and incidentals for complete installation of Butterfly Valve and all associated components including; connection accessories (including insulating kit(s)), coatings, coupling, harness, bypass, valve stem extensions , valve stem guide(s), concrete vault, pipe embedment, concrete supports, concrete pads, coatings, and all other accessories as indicated in the Contract There will be no additional payment due or separate pay item for varying vault depths. Butterfly Valves to be provided by others Payment made at unit price Bid and shall be measured as per each Item includes materials, labor, equipment, and incidentals for installation of marker posts, including post, decal and all other accessories as indicated in the Contract. Payment made at Lump Sum Bid and shall be measured at percent complete as seed, fertilizer, and straw are applied Item includes materials, labor, equipment, and incidentals for the completion of revegetation by drill seeding including furnishing and installing seed, fertilizer, and crimped straw mulch in the areas indicated in the Contract and requested in writing by the Contract Team. No additional payment due or separate pay item for Work required outside the construction limits due to the Bidder's construction activities. Payment made at Per Each price Bid Item includes materials, labor, equipment, and incidentals for installation of test station boxes, pipe connections, excavation and backfilling, anodes, wires, termination of wires, and all other incidental work as shown on the plans and specifications for CASING type test stations. Payment made at Per Each price Bid Item includes materials, labor, equipment, and incidentals for installation of test station boxes, pipe connections, excavation and backfilling, wires, termination of wires, and all other incidental work as shown on the plans and specifications for INSULATING FLANGE type test stations Payment made at lump sum price Bid Item includes all labor, equipment and material including pipe, pumps, hoses, gauges, monitoring equipment, dewatering equipment, backflow prevention devices and all other items necessary to fill the line with water and complete successful hydrostatic test Hydrostatic Testing shall be conducted from STA 123+00 to STA 129+36 24, STA 43+63 to STA 122+86 49, and STA 11+00A to STA 40+84 Upon completion of successful hydrostatic pressure test, contractor to disinfect pipeline in accordance with all AWWA standards 50% of item to be paid upon completion of a successful hydrostatic pressure test Remaining 50% of this item to be pad upon receipt of passing Bac-T results Water to be provided by Owner for first test If first test is unsuccessful, Bidder shall be responsible for cost of water for any and all subsequent tests until successfully completed uusu sus erns uem sneu ue meue us wmP suns. uusu sus finis Hein sneu uu;mue au sauus, meienas, the remobilization back to the jobsite to conduct the tie-ins of the above ground mechanical piping at each well to the Transmission Piping Payment will not be made for multiple mobilizations to each well site Payment made at lump sum price Bid. Item includes furnishing performance and payment bonds in accordance with the Contract 40.00 Bond Provide a Performance and Payment Bond Documents. City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.02 Page 819 of 1298 Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.02 - Measurement and Payment - ADDENDA No. 1 ITEM SIZE DESCRIPTION 41.00 Extra Work CMAR Directed Re -mobilization to Tunnel Site to Hydrostatically Test Pipe 42.00 Extra Work CMAR Directed Re -mobilization 43.00 Extra Work CMAR Directed Additional Encasement: Flowable Fill 44.00 Extra Work CMAR Directed Additional Encasement: 3500psi Concrete 45.00 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 45.00 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 46.00 Extra Work Special Easement Conditions MEASUREMENT AND PAYMENT Payment made at Unit Price Bid. Item includes all labor, equipment and material necessary to re -mobilize to the Micro -Tunnel upon completion as coordinated by the CMAR to complete the installation and/or connection. Payment for this item will only be made if the CMAR coordinates the remobilization Payment will not be made under this item if Contractor elects to de -mobilize and re -mobilize or relocate to another area of the worksite at their discretion, or unnecessarily skip an area that could otherwise be worked in. Payment made at Unit Price Bid. Item includes all labor, equipment and material necessary to re -mobilize to locations as coordinated by the CMAR to complete the installation and/or connection Payment for this item will only be made if the CMAR coordinates the remobilization. Payment will not be made under this item if Contractor elects to de -mobilize and re -mobilize or relocate to another area of the worksite at their discretion, or unnecessarily skip an area that could otherwise be worked in. Payment made at unit price Bid shall be measured in cubic yards Item includes materials, labor, equipment, and incidentals to provide CLSM, complete in place, in accordance with the plans and details Payment will only be made for quantities placed at the direction of the Contract Team and shall be verified with 'load tickets" from batch plant. No extra payment will be made for shoring or dewatenng of trench Payment made at unit price Bid shall be measured in cubic yards Item includes materials, labor, equipment, and incidentals to provide 3500psi concrete, complete in place, in accordance with the plans and details Payment will only be made for quantities placed at the direction of the Contract Team and shall be verified with 'load tickets" from batch plant. No extra payment will be made for shoring or dewatering of trench. Payment made at unit price Bid shall be measured in cubic yards Item includes materials, labor, equipment, and incidentals to Import Stabilized Stone, complete in place, in accordance with the plans and details. Payment will only be made for quantities placed at the direction of the Contract Team and shall be verified with "load tickets" from the approved aggregate supplier. No extra payment will be made for shoring or dewatenng of trench. This allowance is to accommodate any Special Easement Conditions, Ornamental Fences, or any other special agreements between the Owner and Landowner or as directed by the CMAR. This does not include barbed wire fence repairs or gates covered in above pay items This pay item will be based on a cost reimbursement upon validated labor, equipment, materials, and subcontract quotations to complete the work stipulated in the contract documents, Landowner Agreements, or as otherwise coordinated with the CMAR. This allowance is to accommodate any Special Easement Conditions, Ornamental Fences, or any other special agreements between the Owner and Landowner or as directed by the CMAR. This does not include barbed wire fence repairs or gates covered in above pay items This pay item will be based on a cost reimbursement upon validated labor, equipment, materials, and subcontract quotations to complete the work stipulated in the contract documents, Landowner Agreements, or as otherwise coordinated with the CMAR. City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.02 Page 820 of 1298 COCS - Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.00 - SOV 3.03 - Electrical & Fiber Optic Installation - ADDENDA No. 3 REM NUMBER DESCRIPTION QUANTITY ELECTRICAL & FIBER OPTIC INSTALLATION UNIT UNIT PRICE I EXTENSION 1 2 3 Mobilization (Maxlmlm 10% of Total Base Bid Items 2-13) Notice of Intent TCEQ (Including Yearly Fees) Well No 10 - Electrical Equipment Supply, Installation and Testing 1 00 1 00 1 00 Lump Sum Lump Sum Lump Sum 4 Well No 10 - Cast -In -Place Concrete (Mechanical Piping Slab, Concrete Piers, Mechanical Piping Supports, E-House Slab, Etc ) 1 00 Lump Sum 5 Well No 11 - Electrical Equipment Supply, Installation and Testing 1 00 Lump Sum 6 Well No 11 - Cast -In -Place Concrete (Mechanical Piping Slab, Concrete Piers, Mechanical Piping Supports, E-House Slab, Etc ) 1 00 Lump Sum 7 Well No 12 - Electrical Equipment Supply, Installation and Testing 1 00 Lump Sum 8 Well No 12 - Cast -In -Place Concrete (Mechanical Piping Slab, Concrete Piers, Mechanical Piping Supports, E-House Slab, Etc ) 1 00 Lump Sum 9 Fiber Optic Conduit Supply and Install 1 00 Lump Sum 10 Fiber Optic Cable Supply and Install 100 Lump Sum 11 Pull Boxes and Marker/Locate Post Supply and Install 1 00 Lump Sum 12 Terminal Connection Well Site 10, 11, and 12 1 00 Lump Sum 13 Terminal Connection Well No 5 Hand Hole 1 00 Lump Sum 14 Testing, Startup, and Commissioning 1 00 Lump Sum 15 Provide Spare Parts and Training 1 00 Lump Sum 16 Trench Safety 0 1 00 Lump Sum 17 Bonds Performance and Payment 1 00 Lump Sum EW 100 Additional Srte Mobilizations for Fiber Optic Contractor as Directed by the CMAR EW 2 00 Additional Site Mobilizations for Electrical Contractor as Directed by the CMAR EW 3 00 Directional Drill in Lou of Direct Bury Conduit as Directed by the CMAR EW 400 Additional Pull Box Supply and Installation as Directed by the CMAR EW 500 Additional Slack of Cable as Directed by the CMAR TOTAL BASE BID: TOTAL EXTRA WORK ITEMS:II TOTAL PROPOSED VALUE (BASE BID ITEMS & EXTRA WORK or ALTERNATE ITEMS): II 100 Lump Sum 100 Each 100 Each 100 00 Linear Feet 100 Each 1 00 Linear Feet TOTAL I$ 100 ILump Sum ITOTAL 100 'Lump Sum (TOTAL Note 1 Bidders protect approach will be required to be turned in with the bid for evaluation by the Project Team Installation Milestone Note 2 Reference Electrical, Fiber Optic, and Pipeline Plan Drawings for information related to this Bid Package 100 Note 3 Bidder understands multiple mobilizations will be required and work will take place from time to time for the duration of the project No additional compensation for remobihzations 2 00 will be made to contractor unless the mobilization is directed by the CMAR (ALT 01) Note 4 Bid Package 3 03 Contractor will need to coordinate work with the CMAR as well as the Bid Package 2 05 (Generators), 3 01 (Permanent Wells), and 3 02 (Well Piping and 3 00 Submittal Data to CMAR Wednesday, Apri115, 2026 Transmission Pipeline Contractors Note 5 Staking for Contractors work will be included in the Contractors scope to perform No staking will be provided by the CMAR As -bulks will need to be provided 400 Completion of Fiber Optic Installation Tuesday, December 1, 2026 Proposals Due Tuesday, February 3, 2026 Anticipated Notce of Award Friday, March 20, 2026 Note 6 Subcontractor is required to furnish liability insurance in accordance with the agreement and Section 00 72 00 - Standard General Conditions and 00 73 00 - Supplementary 5 00 Delivery of 6-Houses Monday, February 1, 2027 Conditions Note 7 Spare Ober optic cable to be supplied in lengths specified in the Contract Documents 600 Delivery ofVFD &Switch Gear Monday, February 1, 2027 Note 8 All work shall be coordinated with the CMAR 700 Testing & Commissioning Thursday, Apn115, 2027 Note 9 Bidder is to understand and incorporate within then pricing the varying conduit and cable details as notated within the plans well site run details vs detail following main g 00 Substantial Completion Saturday, May 1, 2027 transmission pipeline Note 10 Bidder to understand multiple mobilizations may be required to complete their scope of work - bidder also responsible for coordinating with the other 900 Final Completion Tuesday, June 1,2027 Each bidder shall submit one (1) hard copy of SOV and one (1) digital copy of SOV in excel format as specified in Instructions to Bidders. $1,500 Per Day Penalty For Not Achieving Milestones City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3 00 ADDENDA No 3 - SOV 3 03 Page 821 of 1298 COCS - Wells 10, 11, 12 and Collection Pipeline - Bid Package 3.00 - SOV 3.03 - Electrical & Fiber Optic Installation - ADDENDA No. 3 I ITEM NUMBER DESCRIPTION 1.00 Mobilization (Maximim 10% of Total Base Bid Items 2-13) 2.00 Notice of Intent: TCEQ (Including Yearly Fees) 3.00 Well No. 10 - Electrical Equipment Supply, Installation and Testing MEASUREMENT AND PAYMENT Item shall be measured as Lump Sum per Lump Sum price Bid and include mobilization to the site, demobilization from the site, site mobilizations based on environmental constraints, necessary licenses, permits, and temporary facilities. Mobilization shall be on a lump sum basis at the unit price allowed with a maximum of 10% amount Bid. Amount of the lump sum Bid for mobilization available for payment shall be as follows: 25% of the lump sum Bid upon execution of contracts, certificate of insurance and insurance policies, bonds (if applicable), and the Notice to Proceed is Issued; 75% of the lump sum Bid upon initial equipment mobilization to the site and completion of pre -job video documentation; 100% of the lump sum Bid when 10% or more of the Bid amount is earned (Bid Items 2-10). Measurement of this item will be by Lump Sum. This bid item includes all costs associated with preparing and submitting a Notice of Intent to TCEQ in accordance with the agreement and specifications. Payment will be based on the Lump Sum Price payable upon receipt of NOI submittal. Payment made through Lump Sum and shall be measured by percent complete for the Work covered under this Section. Work under this section shall be complete in place, including all materials, labor, equipment, testing, commissioning, supervision, and incidentals required to deliver a fully operational system. Including, but not limited to any and all lighting, security, communication, above ground and below ground electrical equipment, terminations of cables, and all concrete on the well pad (E-house, mechanical piping slab, pipe supports, generator slab, etc..) with the exception of the discharge head well foundation, mow strip for permanent fencing, and storm sewer Type E inlet. 4.00 Well No. 10 - Cast -In -Place Concrete (Mechanical Piping Slab, Concrete Piers, Mechanical Piping Supports, E-House Slab, Etc..) Payment made through Lump Sum and shall be measured by percent complete for the Work covered under this Section. Work under this section shall be complete in place, including all materials, labor, equipment, testing, and incidentals required to pour all concrete on the well pad (E-house, mechanical piping slab, concrete piers (refer to Sheet S-2), pipe supports, generator slab, etc..) with the exception of the discharge head well foundation, concrete piers within the well head foundation, mow strip for permanent fencing, and storm sewer Type E inlet. 5.00 Well No. 11 - Electrical Equipment Supply, Installation and Testing Payment made through Lump Sum and shall be measured by percent complete for the Work covered under this Section. Work under this section shall be complete in place, including all materials, labor, equipment, testing, commissioning, supervision, and incidentals required to deliver a fully operational system. Including, but not limited to any and all lighting, security, communication, above ground and below ground electrical equipment, terminations of cables, and all concrete on the well pad (E-house, mechanical piping slab, pipe supports, generator slab, etc..) with the exception of the discharge head well foundation, mow strip for permanent fencing, and storm sewer Type E inlet. 6.00 Well No. 11 - Cast -In -Place Concrete (Mechanical Piping Slab, Concrete Piers, Mechanical Piping Supports, E-House Slab, Etc..) Payment made through Lump Sum and shall be measured by percent complete for the Work covered under this Section Work under this section shall be complete in place, including all materials, labor, equipment, testing, and incidentals required to pour all concrete on the well pad (E-house, mechanical piping slab, concrete piers (refer to Sheet S-2), pipe supports, generator slab, etc .) with the exception of the discharge head well foundation, concrete piers within the well head foundation, mow strip for permanent fencing, and storm sewer Type E inlet. 7.00 Well No. 12 - Electrical Equipment Supply, Installation and Testing Payment made through Lump Sum and shall be measured by percent complete for the Work covered under this Section. Work under this section shall be complete in place, including all materials, labor, equipment, testing, commissioning, supervision, and incidentals required to deliver a fully operational system. Including, but not limited to any and all lighting, security, communication, above ground and below ground electrical equipment, terminations of cables, and all concrete on the well pad (E-house, mechanical piping slab, pipe supports, generator slab, etc..) with the exception of the discharge head well foundation, mow strip for permanent fencing, and storm sewer Type E inlet. 8 00 Well No. 12 - Cast -In -Place Concrete (Mechanical Piping Slab, Concrete Piers, Mechanical Piping Supports, E-House Slab, Etc..) Payment made through Lump Sum and shall be measured by percent complete for the Work covered under this Section Work under this section shall be complete in place, including all materials, labor, equipment, testing, and incidentals required to pour all concrete on the well pad (E-house, mechanical piping slab, concrete piers (refer to Sheet S-2), pipe supports, generator slab, etc .) with the exception of the discharge head well foundation, concrete piers within the well head foundation, mow strip for permanent fencing, and storm sewer Type E inlet. 9.00 Fiber Optic Conduit: Supply and Install 10.00 Fiber Optic Cable: Supply and Install 11.00 Pull Boxes and Marker/Locate Post: Supply and Install 12.00 Terminal Connection: Well Site 10, 11, and 12 13.00 Terminal Connection: Well No. 5 Hand Hole 14.00 Testing, Startup, and Commissioning Payment made at Lump Sum Bid shall be measured by percent complete corresponding to the conduit installation item included above for all conduit installation via open cut and by HDD methods. HDD methods of installation are to be at all tunneled locations, open cut road crossings, utility crossings and other areas of subsurface conflict as prescribed by the plans, specifications or other bid documents. Item includes labor, supervision, materials, permits, and equipment for trench safety and shoring in accordance with all applicable contract Documents, federal, and state laws and regulations. Item shall be measured at Lump Sum bid and shall include all materials, labor, equipment, and incidentals for complete installation of Fiber Optic Cable including required slack (note 7 on SOV) and spare parts. Item includes all excavation, subgrade, fill, compaction, etc. and all other components necessary for complete operable installation as detailed in Plans and Specifications. Payment made through Lump Sum Bid and shall be measured by percent complete. Item includes materials, labor, equipment, and incidentals for complete installation of the fiber optic pull boxes as a part of the fiber optic system. Item includes Marker/locate post, bedding, wire connections, excavation, backfill, grounding, testing, and all other items as indicated in the Contract. Item shall be Lump Sum Bid all materials, labor, equipment, and incidentals for complete installation of the Terminal Connections and all associated devices at the Well 10, 11, and 12 sites. Measurement will be based upon percent complete as agreed upon by the Contract Team. Item includes all equipment, hardware, and all other components necessary for complete operable installation as detailed in Plans and Specifications. Item shall be Lump Sum Bid all materials, labor, equipment, and incidentals for complete installation of the Terminal Connection at the existing Well No. 5 Handhole. Measurement will be based upon percent complete as agreed upon by the Contract Team. Item includes all equipment, hardware, and all other components necessary for complete operable installation as detailed in Plans and Specifications. Payment made at lump sum price Bid. Item includes materials, labor, equipment, and incidentals for complete testing of the electrical and fiber optic systems and all other incidental work as shown on the plans and specifications. Includes testing, startup and commissioning for each electrical and fiber optic system installed under Bid package 3.03. No additional payment will be made for system retesting. 15.00 Provide Spare Parts and Training Lump sum payment for providing spare parts identified in the following specification sections: •26 29 23.01 Medium Voltage Variable Frequency Drives •26 32 13 13 Diesel Engine Drive Generator Sets •26 50 00 Lighting •28 23 00 Video Surveillance •40 66 33 Metallic and Fiber -Optic Communication and Cabling and Connections Lump Sum Payment for providing training identified in the following specification section: •26 13 00 Medium Voltage Metal Clad Switchgear •26 29 23.01 Medium Voltage Variable Frequency Drives •26 29 87 Electrical Control Panels •26 32 13.13 Diesel Engine Drive Generator Sets 1. •28 23 00 Video Surveillance •40 61 13 Process Control System General Provisions •40 61 26 Process Control System Training All manufacturers recommended spare parts and training not specifically defined in these sections shall be incidental to the appropriate bid item. City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.03 Page 822 of 1298 16.00 Trench Safety 17.00 Bonds: Performance and Payment EW 1.00 Additional Site Mobilizations for Fiber Optic Contractor as Directed by the CMAR EW 2.00 Additional Site Mobilizations for Electrical Contractor as Directed by the CMAR EW 3.00 Directional Drill in Lieu of Direct Bury Conduit as Directed by the CMAR EW 4.00 Additional Pull Box Supply and Installation as Directed by the CMAR EW 5.00 Additional Slack of Cable as Directed by the CMAR Payment made at Lump Sum Bid shall be measured by percent complete corresponding to the conduit installation item included above. Item includes labor, supervision, materials, and equipment for trench safety and shoring in accordance with all applicable contract Documents, federal, and state laws and regulations. Payment made at lump sum price Bid. Item includes furnishing performance and payment bonds in accordance with the Contract Documents Payment shall be made per each mobilization directed by the CMAR team. This item is solely to include mobilizing crews and equipment for the Fiber Optic scope at the direction of the CMAR. This item shall not include mobilizations required by Contractor or site conditions or any other circumstances necessitating a mobilization. Initial project startup mobilization to be captured by Item Number 1.00 - Mobilization. Payment shall be made per each mobilization directed by the CMAR team. This item is solely to include mobilizing crews and equipment for the Electrical scope at the direction of the CMAR. This item shall not include mobilizations required by Contractor or site conditions or any other circumstances necessitating a mobilization. Initial project startup mobilization to be captured by Item Number 1.00 - Mobilization. The Work consists of installing fiber optic conduit using Horizontal Directional Drilling (HDD) as directed by the CMAR, in lieu of direct -bury installation, including all labor, materials, equipment, and incidentals for pilot bore, reaming, pullback, conduit placement, tracer wire, drilling fluid management, entry/exit pits, traffic control, restoration, and documentation. Measurement will be per linear foot along the bore centerline for accepted conduit runs. The Work consists of furnishing and installing additional fiber optic pull boxes as directed by the CMAR, including all labor, materials, equipment, excavation, bedding, backfill, compaction, conduit terminations, sealing, and surface restoration. Measurement will be per each accepted pull box installed in the location and configuration approved by the Owner. The Work consists of providing and installing additional slack in fiber optic cable as directed by the CMAR, including all labor, materials, equipment, handling, and adjustments necessary to achieve the specified slack length and configuration without compromising cable integrity. Measurement will be per linear foot of additional slack installed and accepted by the Owner. City of College Station, Wells 10, 11, 12 and Collection Pipeline Bid Package 3.00 ADDENDA No. 3 - SOV 3.03 Page 823 of 1298 REVISED DRAWING SHEETS Page 824 of 1298 CL OF PIPE CL COL 0 101-0il 5'-0" C8x11.5, TYP SPAN NOTES: 1. POST SPACING SHALL NOT OR OSHA REQUIREMENT STAIRS SHALL BE SP 2. PROVIDE EXPAN MAN U FACTU 3. NOTCH T 2'-6" 4'-0" SEE NOTE 1 911 PLAN 3/4"=1'-0" 1%2"0 GALVANIZED PIPE GUARDRAIL 11 PIPE 8" ERIF\ SPAN 6" 0 PIPE (RE: CIVIL) CONC STAIR LANDING (RE: 5/S-5) BOARD AS SPECIFIED 5'-0" C8x11.5, TYP SPAN e FASCIA FLANGE AR FORCING E 1 MAXIMUM SPACING REQUIRED BY LOCAL OR STATE CODES, 8'-0" CENTERS, WHICHEVER IS LEAST. GUARDRAIL POSTS AT AS REQUIRED TO PRODUCE UNIFORM SPACING BETWEEN POSTS. JOINTS AT MAXIMUM 301-0" INTERVALS OR AS RECOMMENDED BY WHICHEVER IS LESSER ALONG RAILS AND TOE BOARDS. OARD AT GUARDRAIL POSTS TO CLEAR POST BASE PLATE. i I GUARDRAIL DETAIL NOT TO SCALE CL CO L HSS3x3x1/4, TYP CL COL II II I II 11 1 AT BEAM GUARDRAIL (RE: 3/S-4) OL 1%"0 G RAI E BOARD PLATE T/PLATFORM LID m -$T/GRADE RE: CIVIL CHANNEL I I HSS COL cCOL, TYP • • O a d 1 1 11 1111 I II 11 • °a 61'0 PIPE 4 a ° d d #5 @ 12"C/C, EW, 2'-0" L x 21-0" w T&B (TYP OF 4) • (TYP OF 4) 9 b SECTION 3/4"=11-0" 1" GALV GRATING (MCNICHOLS GW-2 19-W-2 OR APPROVED EQUAL) CHANNEL 1" NON -SHRINK GROUT STRUCTURAL \YLJ FILL //////� o • a a• •0 (2) 3/4"DIA A325 BOLTS THE TEST WELL PLATFORM DETAILED ON THIS SHEET IS NOT TO BE CONSTRUCTED IN THIS BID PACKAGE NIZED FASCIA FLANGE "0 ANCHORS (4) /2"0 STANDARD STEEL ASTM A325 BOLTS I 1 I 1 I 1 I 1 I 1 I 1 I � O I I O II II I 0 101 0 I I Oo 5" SIDE MOUNT DETAIL DETAIL NOTE: 1. ALL ANCHORS, BOLTS, NUTS, AND CONNECTIONS SHALL BE GALVANIZED STEEL. TYPICAL RAILING POST MOUNTING DETAILS NOT TO SCALE z 2 MOUNT PL PER MFR 2'-6" #5 @ 12"C/C, EW, T&B, W/STD HOOKS @ TOP MAT • • < zl a a 4 a 4 STD HOLE, TYP CHANNEL 2-1/2x1/2 3 SIDES, TYP DETAIL I 3"=11-0" GUARDRAIL (RE: 3/S-4) BASE PLATE, TYP (RE: 6/S-4) (2) 3/4"DIA A325 BOLTS W/STD HOLE, TYP TYP> 1/4 1/4 C8 CHANNEL 3 SIDES, TYP> GALV STEEL INDUSTRIAL STAIRS (RE: PLAN) W/ GALV TREADS & GALV RAILINGS (NOT SHOWN) 1'-6" If-Il u u 11 u u u y f1 0000001 • j\/>%/% 4 4 4 4 4 4 • • • Q 4 4 Q • • _2" CLR BOTTOM LANDING AT STAIR NOT TO SCALE L2x2x3/8, TYP 4 SIDES OF PIPE c-I rl ' 1/211 3/16 8" i\/ 6"0PIPE C8 CHANNEL 1/2"x3x6 PL DETAIL II 3"=11-0" 7" N (2) 3/4"DIA A325 BOLTS W/STD HOLE, TYP 1/4 <TY P 1/4 6"0PIPE 3/4"0 ADH ANCHOR, 8" EMBED (TYP 4) 3/4" GALV PL TYPICAL COLUMN BASE PLATE DETAIL NOT TO SCALE 0 6" 1' v7. 0 L 0 Z 0 0 Ll 120 0 c 0 0 0 w 0 v .00 a) 0 H w z_ J z 0 U X w w J g 0 QU w z LL-1 o N u r-1 O U r-1 J J w F&N JOB 0 z 2' SHEE 3/4"=1'-0 100% SUBMITTAL SEQ. if l 0 a a CL N U O E N CO OU o LID N O ' N O N inLov x m O cp c 0)(C� o v 5 0 cn 2 a STRUCTURAL Lu H 0 0 w z 0 o m 2 0 S-4 0 w V Lu APPROVED FI ST-CC ab 0(0 § U � N .00 L O N O • In • v • o • U O vco U O o mtH rl- >- w J U N LL W O- Plot Date: 12/8/2025 6:59 PM Plot By: 08175 Filename: N:\ST\ST-CCL-PL-TEST.dwg Page 825 of 1298 Exhibit A-5 GMP No. 4 Assumptions and Exclusions Page 826 of 1298 CITY OF COLLEGE STATION WELLS 10, 11, 12 and COLLECTION PIPELINE Project No. CCL24267 CITY OF COLLEGE STATION Home of TeA! - ni'ersi cstx.gov CMAR Recommendation #4 COCS Bid Packages 3.00 Work Procurement Assumptions and Exclusions GARNEY Page 827 of 1298 j GARNEY 1700 Swift Street, North Kansas City, MO 64116 Phone: 816.741.4600 Fax: 816.741.4488 www.garney.com Tab 3 — Description of Variations, Substitutions Proposed 1. Specifications (See hyperlink provided in Tab 2 to gain access to the contract documents that accompanied Bid Package #3). Per this Permanent Wells, Well Piping & Transmission Line, and Electrical & Fiber Optic Installation GMP #4, submittal is "as per specifications" at time of Bid Package #3. a. Qualifications and Assumptions (See Below) b. Exclusions (See Below) 2. Assumptions and Clarifications a. This is strictly work procurement per plans and specifications available at time of bid. b. GMP pricing exclusive of installation costs outside of the scopes of work outlined in Bid Package 3. i. Only Bid Package 3.01 and 3.02 are Included as part of this GMP — BP 3.03 will be included within the forthcoming and final GMP along with the Bid Package 4.01Microtunnel SOW. c. GMP pricing contingent upon COCS March 26th Board Approval. d. There are no contingencies included to facilitate material storage at manufacturer (Pipe, fittings, valves, motors and any other component(s)) e. GMP based upon 5-day work weeks (Monday through Friday) for BP 3.02 and 24 hr continuous working durations/shifts per Bid Package 3.01 as shown in their Technical Proposal and Schedule. f. GMP does not include standard nor overtime for Construction Inspection Fees that are provided by others. g. GMP does not capture any of the costs associated with Bid Package 4.00 (Micro Tunnel). This package will be in a forthcoming submission to the City of College Station Board for review and approval. GMP does not capture any additional scopes of work for each respective bid package outside of the scopes of work identified within the Schedule of Values attached to this document. h. GMP does not include costs to improve county roads to accommodate construction deliveries, maintenance during construction, nor reimbursement funds. That is to be included in a future GMP if directed and or deemed necessary by the remainder of the Project Team. i. GMP does not include permits, utility encroachment agreement, etc. to be obtained by Others. GMP based on timely procurement of these permits by others to avoid unforeseen construction delay. j. GMP assumes that access to all properties will remain constant for the duration of the project and all properties necessary for construction. k. GMP based on geotechnical reports available at time of CMAR Bid Package 3.00 1. GMP assumed all necessary materials testing called out in the Project Specification are financially covered by others. m. GMP Includes 8% cost of work per CMAR Contract (General Conditions) n. GMP Includes 9% cost of work per CMAR Contract (Construction Services Fee) o. GMP Includes 5% cost of work (Design/CMAR Contingency)(Per AACE Guidelines) 3. Value Analysis a. GMP does not take into account any Value Engineering deducts per Bid Package 3.01. 4. Allowance Schedule (Refer to Tab 4 — Recommendation Summary) a. GMP includes a $100,000 CMAR Allowance for any necessary relocation of the Frontier Communications Line. 5. Schedule of Unit Prices (Not applicable) 6. All other information (Not applicable) Page 828 of 1298 Exhibit A-6 GMP No. 4 SOV 3.01 - Production Well Construction (Wells 10, 11, and 12) Page 829 of 1298 COCS - Wells 10,11,12 and Collection Pipeline - Bid Package 3.00- SOV 3.01- Production Well Construction - ADDENDA No. 3 nem I Des0lp10n Well 10 1.00 Mobilization and Demobilization 2.00 Installation and Sealing of 48" Outer Steel Conductor Casing, Min 50 LF per specifications 3.00 Installation and Sealing of 36" Steel Conductor Casing, Min 200 LF, perspecifications 4.00 Pilot Hole Drilling Drill Cuttings Collection and Steve Analyses, and Pilot Hole Logging(Geophysicel Logs), per specifications 5.00 Installation of Cementa elowT a Well Depth, per specifications600 Drilling,and Installation of 24l specifications Diameter Surface Casing (1,400'length ♦ 3' aboveground) and 20" Intermediate Casing (1,050' length with swage)with Minimum 30. and 26. Reamed Holes, respectively, per speufiations T00 Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20. Casing Depth to Land Surface, per specifications 8.00 Reaming and Installation of 14'• Diameter Blank Production Casing land 200' lap) with Minimum 24" Undeneamed Hole per specifications 9,00 Reaming and Installation of 14'• Diameter Well creen with Minimum z4" Umerramed Hole per specifications 1000 ovine and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Using -with 200•Iap Into Intermediate Casing per euficanons Water1100 Well DevelopmeM, Pumping Tests and Disinfection per penfianons 12 00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications PROJECT LIMOS -COGS 8 Production Well SitelPad II Doam1N I Untie CIP Concrete Well Foundation & Piers per drawings Provide Spare Parts and Training TOTAL BASE BID Well 10 I I I Item Well 11 1500 Mobilization and Demobilization 16 00 Installation and Sealing of 48. SO LF per Installation an teeer Steel euctor Casing, in n specifications Tot tie OnlImg, Drill CuttingsCollection and Sieve Analyse, and P. Hale Logging 1Geophyeial Logs), Per specifications to UU Installation of amnia Installation Total Wellspecifications R.ming and rSurface Casing n ^ 11te 400' length+ 3' aboveground) and 20"Inrmediate Casing (1,050' length with swaige)with Minimum 130"and 26"Reamed Holes, respectively, Per Wedfi..MS 21.00 Cement Grout and Sealing of the surface Casing and Intermediate Casing from Total 20" Casing Depth to Land Surface, per peciflatbns Oes0pslon 2200 Reaming and Installation of 14" Diameter Blank Production Casing(ind zoo• lap/with Minimum z4•'Undeneamed Hale per specifications 2300 Reaming and Installation of 1, Diameter Well Screen with Minimum z4" underreamed Hole per specifications 24.00 Provide and Install Gravel Pack In Me Annulus Outside the Screen and Blank Production Casingwith 200. lap mtoIntermedime Casing, per specifiMlons 25.0 Water Well Development, Pumping Tests and Dlslniection per specifications 26,00 Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipment per specifications m Concrete Well Foundation & Piers per drawings I I Provide spare Pans and Training LS LS LS LS LS LS LS 1 I LS 100 ILump Sum 4uantiN I Units 50 3,100 2,450 350 350 1 LS VF LS VF LS VF LS VF VF LS LS LS LS LS Well 12 29.00 30.0 31110 32.00 33.0 35.0 36.0 37.00 De mption TOTAL BASE BID Well 11 I I I I Mobilization and Demobilization Installation and Sealing of 48•' Outer Steel Conductor Casing Min 50 LF per specifications Installation and Sealing of 36•' Steel Conductor Casing, Min 200 rspedfiatlons PilotHole D a its Collection and Sieve Analyses, and Pilot Hole Logging1Geoplmial Logs), 0001P5ciflatlons Cement of Cemep Bow TotalWell Depth, per specifications Drilling Reaming andlnstallzton of z4pmnomDiameter Surface Casing (1,400• length3' aboveground) and 20" Intermediate Casing (1,050' length with age) wiM Minimum 30" and 26" Reamed Holes, respectively, per penfianons Cement Grout and Sealing of the Surface Casing and Intermediate Casing from Total 20'. Casing Depth to Land Surface, per specifications Reaming and Installation of 14 Diameter Blank Production Casing (Ind 20rt lapI with Minimum 24 Underreamed Hole per specifications Reaming and Installation of 14" Diameter Well Screen with Minimum Ea"Underreamed Hole per specifications Provide and Install Gravel Pack In the Annulus Outside the Screen and Blank Production Casing - with 200• lap Into Intermediate Casing, per specifications Water Well Development, Pumping Tests and Disinfection per specifications Provide, Install and Testing of Complete Permanent Well Pumping Equipment and Well Motor Equipme. per s,Mcations 4100 PIP Concrete Well Foundation Piers per drawengs Provide spare Parts and Training 100 ILump Sum 50 3,100 2,650 350 350 Furnish Spare Well Motor Provide and Install Data Logger On Existing Test Well LS VF LS VF LS VF LS VF VF LS LS LS LS LS LS LS I 'TOTAL I$ ITOTAL Bern EW1 EW2 EW3 EW4 EW5 EWB EWT EWH EW9 EW10 EW11 EW12 EW13 EW14 EW15 EW16 EW1T TOTAL BASE BID Well 12 I 100 ILump Sum DescriptNn Additional Demobilizations and Remabilization at the Direction of the CMAR Plug and Abandon Pilot Hale (Decommissioning Well) - CMAR Directed Pilot Hole W +tor Sampling Using the Temporary Teat Well Method - Installation, Development and Water Sample Analyses Add or Deduct for Pilot Hale Drilling, Doll Cutlin9s Collection and Slave Analyses, and Geophysical Logging Add or Deduct for 36. Diameter Conductor Casing including Cement Grout seal -Add or Deduct Add or Deduct for Min 30. Diameter Reamed hole with 20. Casing including Cement Grout Seal Add or Deduct for Min 26' Diameter Reamed hole with 20. Intermediate Casing including Cement Grout Seal Add or Deduct far Min 24' Diameter Undelreamed hole with 14' Blank Production Casing including Gravel Pack Add or Deduct far Min 24' Diameter Undelreamed hole with 14' Screen including Gravel Pack Add or Deduct far 20• Section of Pump Column Assembly More or Less that Base Bid Length of 700• Add or Deduct far 117 Section of Pump Column Assembly More or Less that Base Bid Length of 700• Add or Deduct far Cast Iron Pump Bawl Stage to Meet Final Well Pump Design Conditions Add or Deduct far Ductile Iron Pump Bawl Stage to Meet Final Well Pump Design Conditions Deduct for 900 HP Well Motor in lieu of 1,000 HP Well Motor in Base Bid Deduct for 800 HP Well Motor In lieu of 1,000 HP Well Motor in Base Bid At the Engineers direction, Log the Completed Pilot Hole with a Baker Hughes Spectra Lag or approved equal Bonds, Performance and Payment II x0000N I Units 00 Each 000 'Lump Sum EW. EW19 Additional Well Water Sampling and Testing As olrected By CMAR Additional Training as Directed By CMAR 000 ILump Sum 000'Vertical Foot 60 00 'Vertical Foot 000'Vertical Foot 000'Vertical Foot 000'Vertical Foot 000'Vertical Foot 0 00 ' Lump Sum 0 00 ' Lump Sum 000 'Each 000 'Each 000'Vertical Foot 000'Vertical Foot 000 ILump Sum TOTAL EXTRA WORN OEMs I 100' Lump Sum 100 I Lump Sum 100 Day 100 ILump Sum TOTAL PROPOSED VALUE (BASE BID ITEMS & EXTRA WORN ITEMS) I 100 ILump Sum P:•J6enfirmEstimatedDua0 tionofWellDrilling,Teatingan2lcP0,ubmissiontoCMA0/ED0 Itt:• J6enfirm length of36"Conductor Casing Included inachwell I` ntr'3° IConfirm earliest date ofmobilization toproject site based onDidde pantP.'Confirm fimewhich will becomplete the Test Hole Logging (Geophysical Logs) 0M1oad/ap y shall at aminimum include listo similarhena rsonne,equipment, and overallproject approach nensconsier a "Unitn z All Quantities reare approximatemakes no guarantees regarding final ntities • Final ones tamoun will he determined based on actual quantities of work completed and extended at the agreed upon unit prices Value• teenng t Ilh tlt Narrative (reference spec 004E 2301) Mobilization(s) rectum. touct execute the scope of woM are to heplained within the iapect t r. under thepproach BidItem 1.00 • Bidder's shall submit a Bid Guaranteeequivalent of base and "Notice Proceed is eon ge upon Texas wetona Commission archeologal study approval • Bidder understand the requirements for daily Not d tin tit nTo wand log reportsas required within the project specifications Each bidder shall submit one (1) hard reporting,survey of SOV and one (1) digital copy of SOV in excel formates specified in Instructions to Bidders 450 working Shifts 200 Linear Feet 1/2026 Earliest Mob ITOTAL 'TOTAL 'TOTAL unit Price I 225,000.00 1,400.00 295,000.00 200.00 15,000.00 770.00 231,000.00 300.00 $ 650.00 $ 60,000.00 $ 0 $ 0 $ 0 $ 5,000.00 $ I$ kink prim I 225,000.00 1,400.00 295,000.00 200.00 15,000.00 770.00 231,000.00 300.00 650.00 60,000,00 225,500,00 888,100,00 125,000,00 5,000,00 Umt Puce 225,000.00 1,400.00 295,000.00 200.00 770.00 231,000.00 300.00 650.00 60,000.00 225,500.00 888,100.00 125,000.00 5,000.00 335,000.00 6,500.00 Unit Price 295,000.00 15,000.00 90,000.00 100.00 800.00 400.00 350.00 300.00 650.00 6,150.00 3,350.00 6,000.00 9,000.00 (3,000.00 (6,000.00 2,000.00 161,900.00 90,000.00 3,000.00 I$ Extension 615,00000 4.678.60000 Extension 4,678,60000 Extension 1,886,50060 5,320,10000 $ Extension 48.000 00 Date So 1� at no, Ha e1nn yes RECON Permanent Well Construction Milestones 597,900 00 15,875,20000 oateof Proposal uesday, February,2026 3 00 4.00 11.00 Initial Submittal Data to ^CMAR MobilizationNOIICP SeNn1Conztru wdli Onllfing Aeiw leas ling 1 O%Completerw idana DemActivities Final Completion Wednesday, Apnl 1, 2026 Wednesday, April1, 2026 Tuesday, April ,2026 Tuesday,n128,2026 Tuesday, September 1, 2026 Friday January 1, 202E Thursday, April 1,202E Saturday, May 1,202E Tuesday, lune 1, 2027 DT,UUV Per Uav Vena1SV rxr NOS axnmoving Milestones Company I Welsingerincorporated City of College Station Wells 10, 11, 12 and Collection Pipeline Bid Package 3 00 ADDENDA No 3 - SOV 3 01 Page 830 of 1298 Exhibit A-7 GMP No. 4 SOV 3.02 - Well Piping & Transmission Pipeline Installation Page 831 of 1298 ICOCS- Wells 1D,11,12 and Collection Pipeline - Bid Package 3 00-SOV 3 02 - Well Piping/Transmission Pipeline Installation I EM NTUMBER I 2 SI2E DESCRIPTION Mobilization (Maximum 10% of Total Base Bid Items 2-40) Traffic Control Notice of Intent and Notice of Termination TCEQ (Including Yearly Fees) Well Site Perimeter Fencing (Chain -link) - Well Site 10 Well Site Perimeter Fencing (Chain -link) - Well Site 11 EST QUANTITY Well Piping/Transmission Pipeline Installation 100Lump Sum 1064Lump Sum 100 Lump Sum 10L Lump Sum 10(1 Lump sum UNIT $ $ $ UNIT PRICE 615,000.00 60,000.00 45,000.00 50,000.00 50,000.00 0 Well Site Perimeter Fencing (Chain -link) - Well Site 12 1 al Lump Sum $ 50'000,00 I 16" 'Open Cut Pipe Installation i 99 1 Linear Feet $ 650.00 6 20" Open Cut Pipe Installation - Well Laterals and Well Collection Lines (all below grade 20' 3,91200 Linear Feet $ 99.00 9 24" Open Cut Pipe Installation -Transmission Maln 2,122 Linear Feet $ 103.00 ,0 30" Open Cut Pipe Installation - Transmission Maln 5,891 1 L'near Feet $ 118.00 11 36" Open Cut Pipe Installation - Transmission Main 950 1 Feel $ 300,00 Linear 12 30" Trenchless Construction & Carrier Pipe Installation (All pressure classes) 206) Feel $ 3,000.00 13 36" Trenchless Construction & Carrier Pipe Installation (All pressure classes) 33 Linear ear Feel $ 3,500.00 14 Contractor Trench Safety 'Bidder t0 fill In Linear Feet and Unit Price* 13.731 00 Linear Feel "Write -In" $ 1'00 15 Pipeline Connection to Existing Systems 400 Each $ 50000,00 16 36" 36" Tee (DIP or B303) 10o Lump Sum 7 75,000.00 $ 17 20" Well Site No 10- Mechanical Piping 10o Lump Sum $ 175,000.00 18 20" Well Site No 11 - Mechanical Piping 1 art Lump Sum $ 175,000.00 19 20" Well Site No 12 - Mechanical Piping 1 art Lump Sum $ 175,000.00 20 Remove and Replace Flexbase Road (Well Access Roads) 2506 Square Yards 150.00 $$ 21 Remove and Replace Flexbase Road (Bart Road) 79006 Square Yards 150.00 22 Remove and Replace Concrete Paving 94701 Square Yards $ 150.00 23 Remove and Replace Asphalt Paving 13200 Square Yards $ 220.00 24 Remove and Dispose 36-Inch B303 Pipe 64000 Linear Feel $ 200.00 25 Grout and Abandon 16-Inch Existing Waterline 100 Lump Sum $ 50,000.00 26 24-Inch Direct Bury Flanged Outlet 100 EacM1 $ 45,000.00 27 Combination Air Valve 9eacn $ 57,500.00 28 Blow Off Valve 5.01Each $ 30,000.00 29 16" Butterfly Valve Installation 10 Ea. $ 20000,00 30 20" Butterfly Valve Installation 400 Each $ 23, r.J00.00 38 39 40 24" Butterfly Valve Installation 30" Butterfly Valve Installation 36" Butterfly Valve Installation Pipeline Marker Furnish and Install Permanent Revegetation by Seeding Cathodic Protection Casing Test Station Cathodic Protection Isolating Joint Test Station Hydrostatic Pressure Testing & Disinfection of Pipeline Remobilization for Well Site Mechanical Piping Tie -Ins Bond Provide a Performance and Payment Bond SUBTOTAL:! 41 Extra Work CMAR Directed Re -mobilization to Tunnel Site to Hydrostatically Test Pipe 42 Extra Work CMAR Directed Re -mobilization 43 Extra Work CMAR Directed Additional Encasement Flowable Fill 44 Extra Work CMAR Directed Additional Encasement 3500psi Concrete 45 Extra Work CMAR Directed Import Stabilization Stone per Unstable Ground Conditions 46 Extra Work Special Easement Conditions Note 1 Bidder's project approach will be required to De turned In with 00 EEach 10a0h 20 ach 106 Lump Sum 06 Lump Sum B.00ac5 200 09M1 106Lump Sum 30ach 106 Lump Sum 1.001 Lump Sum loop. F act Cubic Yards 5000Qt Cubic Yards 1,0000(f)ITonc TOTAL EXTRA WORK ITEMS TOTAL PROPOSED VALUE! ,ipeG Fein ITPkd* Note 2 Reference Fiber Optic and Pipeline Plan understandsBidder ugpie moDiszations will tie required and work wail take pia. Mlim ame to ame for me Note 3 durebon of the protect No additional compensation for remobilimbons wall be made to contractor unless the mobilization is directed by the CMAIAR (ALT 01) N01e d Bidder Is to begin Installation with Me coordinated shutdown of the 30.8303, Removal and Replacement, Station 129449 58.123400 N01e 5 Staking for Contractors work will beIncluded ln the Contractors scope toperform No stakhgwlll be provided by the CRAM As -bulls will need to be provided N01e 6 Bidder Is required to furnish liability Insurance ln accordance with the agreement and Section 007200-Standard General Condthons and 00 T300-Supplementary Conditions Note 7 Bidder understands that there will be CHAR provided material and provided bid A composed accordingly Note B All work shall be coordinated with the CMAR Note 10 Bidder to understand multiple mobilizations maybe required to complete their scope of work- bidder also responsible for coordinating with tho other Each bidder shall submit one (1) hard copy of SOV and one (1) digital copy of SOV in excel format as specified in Instructions to Bidders. 1.001 Lump Sum 27,500.00 30,000.00 35,000.00 8,000.00 20,000.00 14,500.00 14,500.00 125,000.00 175,000.00 75,000.00 $ $ TOTAL ! $ 75,000.00 $ EXTENSION 615,000.00 60,000.00 45,000.00 50.000.00 50.000.00 50,000.00 11050.00 387,288.00 280,366.00 695,138.00 285,000.00 618 P00.00 115,500.00 13,731.00 200,\000.00 75,000.00 175,000.00 175,000.00 175,000.00 3,750.00 118,500.00 142,050.00 29P\40.00 128,000.00 50,000.00 45,000.00 517,500.00 150,000.00 20,000.00 94Q00.00 27,500.00 30,000.00 70,000.00 8.000.00 20.000.00 116,000.00 29,000.00 125 000.00 525'b00.00 75,0100.00 6,399,413.00 I 75,000.00 $ 275,000.00 L $ 195.00 L.$ 165.00 $ 75.00 97.500.00 82.500.00 75,000.00 $ 100,000.00 TOTAL: 1.001 Lump Sum TOTAL: Installation Milestone 330,000.00 6,729,413.00 Proposals Due Tuesday, February 3,2026 3.00 5.00 6.00 7 00 Amiclpated Not. of Award Submittal Data to [MAN Completion of 5096 of Pipeline Installation Pipeline Installed and Ready for Testing Substantial Completion Final Completion $1,500 Per Day Penalty For Not Achieving Milestones Fdday, march 20, 2026 Friday, p 10, 2026 il,iednesday, October T, 2026 Monday, April 5,2000 Wednesday, May 5,20" kriday, nine 4, 2000 Company Garney Construction Page 832 of 1298 Exhibit A-8 GMP No. 4 Bond Rider(s) for Payment and Performance Bonds Page 833 of 1298 INCREASE PENALTY RIDER BOND NO. 30236819/ 674224407 To be attached and form a part of Bond No. 30236819/ 674224407 dated the 2nd Day of May, 2025, executed by The Continental Insurance Company/ Liberty Mutual Insurance Company as surety, on behalf of Garvey Companies, Inc. as current principal of record, and in favor of City of College Station, TX, as Obligee for JOB 7488: New Water Wells 10,11,12 Access Roads and Pipelines Project, and in the amount of Sixteen Million Three Hundred Sixty Two Thousand Six Hundred Sixty One Dollars and 43/100 ($16,362,661.43). In consideration of the agreed premium charged for this bond, it is understood and agreed that The Continental Insurance Company/ Liberty Mutual Insurance Company hereby consents that effective from the 10th Day of March, 2026, said bond shall be amended as follows: THE BOND PENALTY SHALL BE INCREASED: (GMP Amendment 4 - $27,886,767.07) FROM: Sixteen Million Three Hundred Sixty Two Thousand Six Hundred Sixty One Dollars and 43/100 ($16,362,661.43) TO: Forty Four Million Two Hundred Forty Nine Thousand Four Hundred Twenty Eight Dollars and 50/100 ($44,249,428.50) The INCREASE of said bond penalty shall be effective as of the 10th Day of March, 2026, and does hereby agree that the continuity of protection under said bond subject to changes in penalty shall not be impaired hereby, provided that the aggregate liability of the above mentioned bond shall not exceed the amount of liability assumed by it at the time the act and/or acts of default were committed and in no event shall such liability be cumulative. Signed, sealed and dated this 10th Day of March, 2026 BY Garney Companies, Inc. PRINCIPAL -" William D. Williams, Executive Vice President — = The Continental Insurance Company/ Liberty Mutual Insurance Company SURETY BY Zerounian, ATTORNEY -IN -FACT THE ABOVE BOND IS HEREBY AGREED TO AND ACCEPTED BY?.. BY City of College Station, TX: OBLIGEE Page 834 of 1298 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Francisco On IF1/412.C-1-1. 10) 22k, before me, M. Moody, Notary Public (insert name and title of the officer) personally appeared K. Zerounian who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and Icial seal. Signature 4.7.\/"/"-'4W (Seal) M, MOODY Notary Public • California San Francisco County Commission 1i 2541055 My Comm. Expires Jan 8, 2030 Page 835 of 1298 POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That The Continental Insurance Company, a Pennsylvania insurance company, is a duly organized and existing insurance company having its principal office in the City of Chicago, and State of Illinois, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint M Moody, Susan Hecker, K Zerounian, Tina K Nierenberg, Janet C Rojo, Betty L Tolentino, Maureen O'Connell, Brian F Cooper, Robert P Wrixon, Julia Ortega, Virginia L Black, Kevin Re, Brittany Kavan, Thnyduong Le, Misty R Hemje, Shawndrae N Johnston, Maria D Reynoso, Forrest Chamberlain, Harold Foy, Salina Ko, Individually of Walnut Creek, CA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the insurance company and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the Authorizing By -Laws and Resolutions printed at the bottom of this page, duly adopted, as indicated, by the Board of Directors of the insurance company. In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 10th day of February, 2026. U1Sp The Continental Insurance Company .e�.n•�* State of South Dakota, County of Minnehaha, ss: Larry Kasten % - Vice President On this loth day of February, 2026, before me personally came Larry Kasten to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company. My Commission Expires December 4, 2031 K. Walsh Notary Public CERTIFICATE I, Paula Kolsrud, Assistant Secretary of The Continental Insurance Company, a Pennsylvania insurance company, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Laws and Resolutions of the Board of Directors of the insurance company printed below this certificate are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance company this 10th .__ day of -_'` 5 March , 2026 t, -= ":6 l4 The Continental Insurance Company — 1 . V CA_LIAJN- V) .... Assistant Si.cretary 1': Paula Kolsrud Authorizing By -Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF THE CONTINENTAL INSURANCE COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 10, 1995. "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents, agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents, agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective. This Power of Attorney is signed by Larry Kasten, Vice President, who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of The Continental Insurance Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous wntten consent dated the 25"' day of April, 2012. "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers (the "Authorized Officers") to execute various policies, bonds, undertakings and other obligatory instruments of like nature; and Whereas, from time to time, the signature of the Authorized Officers, in addition to being provided in original, hard copy format, may be provided via facsimile or otherwise in an electronic format (collectively, "Electronic Signatures"), Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." This Power of Attorney may be signed by digital signature and sealed by a digital or otherwise electronic -formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27th day of April, 2022: "RESOLVED: That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic -formatted corporate seal, each to be considered the act and deed of the Company." Go to www.cnasuretv.com > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity. Form F6850-6-2023 Page 836 of 1298 Liberty 1Vlutual® SURETY POWER OF ATTORNEY Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company Certificate No: 8215027-024125 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Betty L. Tolentino; Brian Cooper; Brittany Kavan; Forrest Chamberlain; Harold Foy; Janet C. Rojo; Julia Ortega; K. Zerounian; Kevin Re; M. Moody; Maria D. Re noso; Maureen O'Connell; Misty R. Hemje; Robert P. Wrixon; Salina Ko; Shawndrae N. Johnston; Susan Hecker; Thuyduong Le; Tina K. Nierenberg; Virgina L.Black all of the city of Walnut Creek state of CA each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 13th day of November , 2025 . 0) m State of PENNSYLVANIA1:3 ss 0) County of MONTGOMERY By: Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company Nathan J. Zangerle, Assistant Secretary oi 0 0cE • = On this 13th day of November , 2025 before me personally appeared Nathan J. Zangerle, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v 2 Li m Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes''_ • > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 45 as IN WITNESS WHEREOF, l have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. � 'rn o f ai • N C 0) CO CD 4• 3 This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual dD O Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: O tD 3U Z• o Commonwealth of Pennsylvania - Notary Seal Teresa Pastella, Notary Public Montgomery County My commission expires March 28, 2029 Commission number 1126044 Member, Pennsylvania Association of Notanes By: Li& Teresa Pastella, Notary Public a_ M ARTICLE IV — OFFICERS: Section 12. Power of Attorney. 0 6.00 Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety m any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall - 8 have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o m instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ti n ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Nathan J. Zangerle, Assistant Secretary to appoint such attomeys-in-fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attomey issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, i have hereunto net my hand and affixed the seals of said Companies this l0th day of March , 2026 . Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC W Jo-Ivlu;ti ct, QJ24.., Page 837 of 1298 RESOLUTION NO. RESOLUTION DECLARING INTENTION TO REIMBURSE CERTAIN EXPENDITURES WITH PROCEEDS FROM DEBT WHEREAS, the City of College Station, Texas (the "City") is a home -rule municipality and political subdivision of the State of Texas; WHEREAS, the City expects to pay expenditures in connection with the design, planning, acquisition and construction of the projects described on Exhibit "A" hereto (collectively, the "Project") prior to the issuance of obligations by the City in connection with the financing of the Project from available funds; WHEREAS, the City finds, considers, and declares that the reimbursement of the City for the payment of such expenditures will be appropriate and consistent with the lawful objectives of the City and, as such, chooses to declare its intention, in accordance with the provisions of Section 1.150-2 of the Treasury Regulations, to reimburse itself for such payments at such time as it issues obligations to finance the Project; THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS THAT: Section 1. The City reasonably expects it will incur debt, as one or more series of obligations, with an aggregate maximum principal amount not to exceed $70,489,000, for the purpose of paying the aggregate costs of the Project. Section 2. All costs to be reimbursed pursuant hereto will be capital expenditures. No tax-exempt obligations will be issued by the City in furtherance of this Statement after a date which is later than 18 months after the later of (1) the date the expenditures are paid or (2) the date on which the property, with respect to which such expenditures were made, is placed in service. Section 3. The foregoing notwithstanding, no tax-exempt obligation will be issued pursuant to this Statement more than three years after the date any expenditure which is to be reimbursed is paid. PASSED AND APPROVED THIS 26th DAY OF March, 2026. John Nichols, Mayor ATTEST: Tanya Smith, City Secretary (Seal) Page 838 of 1298 APPROVED: Calrkhurst & Horton L.L.P. Bond Counsel Page 839 of 1298 Exhibit "A" The project to be financed that are the subject of this Statement is: Wells Nos 10, 11, and 12 and Collection Line ($70,489,000) This project involves the design and construction of three new water wells and a collection line in the well field. Each well will have a pumping capacity of 3,300 gallons per minute and will be operated using Motor Control Cabinets, Variable Frequency drives, and a generator for backup power. The project will also build internal access roads and power distribution. The project will also build approximately 12,000 linear feet of collection line between the three wells and the tie in point along Sandy Point Road. Coordination with BTU, Union Pacific and Texas Depat liuent of Transportation is needed for power, access, and utility work. Land acquisition will be needed for easements. Page 840 of 1298 March 26, 2026 Item No. 9.2. Comprehensive Plan Amendment - 8650 Turkey Creek Sponsor: Gabriel Schrum , Staff Planner Reviewed By CBC: Planning & Zoning Commission Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance amending the Comprehensive Plan - Future Land Use & Character Map from Neighborhood Center to Urban Residential for approximately 6.995 acres generally located at 8650 Turkey Creek Road. Relationship to Strategic Goals: • Diverse Growing Economy Recommendation(s): This item was heard at the Feburary 19th, 2026 Planning and Zoning Commission meeting, where the Commission voted 6-1 to recommend approval. Summary: The applicant is requesting an amendment to the Comprehensive Plan Future Land Use and Character Map from Neighborhood Center to Urban Residential for approximately 6.995 acres located southwest of the intersection of Health Science Center Pkwy and Turkey Creek Rd. This Comprehensive Plan Amendment is in conjunction with a rezoning of the property to allow for a multi- family product on this property. It is the applicant's intent to develop a multi -family housing development. REVIEW CRITERIA 1. Changed or changing conditions in the subject area of the City: The subject property and properties to the north, south, and east are designated as Neighborhood Center. The Neighborhood Center land use designation is generally for areas that are appropriate for a mix of uses arranged in a compact and walkable pattern at a smaller scale than Urban Centers. These areas consist of residential, commercial, and office uses arranged horizontally in an integrated manner and may be mixed vertically within structures. Neighborhood Centers should also incorporate consolidated parking facilities, access to transportation alternatives, open space and recreational facilities, and public uses. The properties to the south and west are designated as Business Center. Business Center areas are Areas that include office, research, or industrial uses that may be planned and developed as a unified project. Generally, these areas need convenient access to arterial roadways. The area to the west and to the south is currently undeveloped land. This request to change the land use designation of the subject property from Neighborhood Center to Urban Residential would allow for the development of a range of high -density multifamily and attached residential development in various forms, including townhomes, apartment buildings, mixed use buildings, and limited non-residential uses that are compatible with the surrounding area. The zoning district that the applicant proposes is appropriate in the context of the area as it would allow for supportive housing and density near the BioCorridor. While there are existing rural properties in the area, the proposed rezoning and development is appropriate and in accordance with the plan and development seen in the last few years. The vision for this area has been to support the biocorridor's commercial and industrial development by providing density in the surrounding region such as Page 841 of 1298 proposed on this property. 2. Compatibility with the existing uses, development patterns, and character of the immediate area concerned, the general area, and the City as a whole: The applicant is requesting an amendment to the Future Land Use & Character Map to Urban Residential and has also requested a rezoning to MF Multi -Family. The intent of Urban Residential is to accommodate a wide range of attractive multifamily housing for a diverse population. Buildings may be clustered and grouped and the overall setback from the street varies but is generally consistent within the development. The subject property is located just southwest of the intersection of Health Science Center Pkwy and Turkey Creek Rd. This property would be compatible with existing uses, development patterns, and overall character of zoned properties in the area. The applicant held a neighborhood meeting on January 20th, 2026. All property owners within 200 feet of the subject property were notified of the neighborhood meeting, and approximately 16 people were in attendance. Attendees did not express any general concerns regarding the development idea, and overall had only one general inquiry about Turkey Creek Rd. There were not concerns regarding the land use change being requested. The proposal is compatible with the character of the area as it allows for a multifamily development providing housing options that are needed with the surrounding area. 3. Impact on environmentally sensitive and natural areas: There is no portion of the subject property that is designated as FEMA floodplain. All development will follow City codes and ordinances and will not have adverse impacts on surrounding areas. 4. Impacts on infrastructure including water, wastewater, drainage, and the transportation network: Water and wastewater services will be provided by the City of College Station and a portion of this development by Wellborn SUD. There is adequate water and sanitary sewer capacity to support the proposed amendment. The subject property has White Creek Tributary 8 located across Turkey Creek Rd from it. Drainage and any other infrastructure required with the site development shall be designed and constructed in accordance with the BCS Unified Design Guidelines. The subject property has frontage to Turkey Creek Rd, a 2 lane major collector on the Thoroughfare Plan, and at the time of platting will need to extend Atlas Dr. A traffic impact analysis was not required for the proposed request as the anticipated traffic volume falls below the threshold of 150 trips in the peak hour that would require a TIA to be performed. 5. Consistency with the goals and strategies set forth in the Comprehensive Plan: The intent of College Station's Comprehensive Plan is to create distinctive places, vibrant districts, attractive neighborhoods, revitalized gateways and corridors, and conserved natural areas. The proposed amendment to Urban Residential, defined as areas that accommodate a wide range of attractive multifamily housing for a diverse population, fits the intent, goals, and strategic actions identified in the Comprehensive Plan. Budget & Financial Summary: Attachments: Page 842 of 1298 1. Aerial and SAM 2. Background Information 3. Comprehensive Plan Exhibit 4. Applicants Supporting Information 5. Future Land Use Map 6. Ordinance Page 843 of 1298 City of College Station 0 NORTH 370 740 Feet NEIGHBORHOOD CENTER TO URBAN RESIDENTIAL MEMORIAL CEMETERY OF dOLLEGE STATION • g"'�f Case: COMPREHENSIVE PLAN CPA2025-000002 AMENDMENT (�� City of College Station Business Center Business Center FUTURE LAND USE DISTRICTS (In Grayscale) Residential Urban Residential Mixed Residential Suburban Residential Estate Residential Rural Neighborhood Conservation NORTH Non -Residential General Commercial Neighborhood Commercial Business Center Medical 0 455 910 Feet • Buingus Ccrite • Business /Center CQrnbined Centers Urban Center Neighborhood Center Neighborhood Center Other Institutional/Public TAM U Parks & Greenways Natural & Open Areas Redevelopment Areas NEIGHBORHOOD CENTER TO URBAN RESIDENTIAL TURKEY CREEK Neighborhood Center Institutional /P-.+i;,Ni; Texas 200FT Notification Case: COMPREHENSIVE PLAN CPA2025-000002 AMENDMENT BACKGROUND INFORMATION NOTIFICATIONS Advertised Commission Hearing Date: Advertised Council Hearing Date: Property owner notices mailed: 11 February 19, 2026 March 26, 2026 Contacts in support: None at the time of this report Contacts in opposition: None at the time of this report Inquiry contacts: 1 ADJACENT LAND USES Direction Comprehensive Plan Zoning Land Use North Neighborhood Center MF — Multi Family Apartments South Neighborhood Center R- Rural Detached Single Family East Neighborhood Center R Rural Turkey Creek Rd (Major (across Turkey Creek Rd) Collector) West Business Center PDD —Planned Undeveloped Development District DEVELOPMENT HISTORY Annexed: June 1995 Zoning: A-O Agricultural -Open (upon annexation 1995) A-O Agricultural to R Rural (2013) Final Plat: Site Development: Unplatted Undeveloped Page 846 of 1298 ci eL lV m 0' N LOT2 BLOCK 3 COMMON AREA BLOCK 3 FX ST \G 6.995 ACRE TRACT CA SH/ON FAMILY L /M/ TED PARTNERSHIP CALLED 7. 02 ACRE TRA C T 7 7415/7,38 OPRBCT BRYAN COMMERCE AND DEVELOPMENT, INC. REMAINDER OF CALLED 417.85 ACRE TRACT 4023/91 OPRBCT H.E. BURGESS PORTIONOF REMAINDER OF CALLED 200 ACRE TRACT (CALLED 40' WIDE STRIP) 123/229 ORBCT PHYLLIS ANN PALASOTA CALLED 4.57 ACRE TRACT 10283/285 ORBCT LOT2 BLOCK 3 COMMON AREA BLOCK 3 D RO OSHD EEC AD 4.0 6.995 ACRE TRA C T CA SH/ON FAMILY L/M/ TED PARTNERSHIP CALLED 702 ACRE TRA C T 77415/7,38 OPRBCT BRYAN COMMERCE AND DEVELOPMENT, INC. REMAINDER OF CALLED 417.85 ACRE TRACT 4023/91 OPRBCT 0 50 100 200 300 SCALE: 1" = 100' IFULLSIZE =24"x36" SITE H.E. BURGESS PORTIONOF REMAINDER OF CALLED 200 ACRE TRACT (CALLED 40' WIDE STRIP) 123/229 ORBCT PHYLLIS ANN PALASOTA CALLED 4.57 ACRE TRACT 10283/285 ORBCT HARVEY MITCHELL PKWY occ z >- O < i- Cr CO NEIGHBORHOOD CENTER URBAN RESIDENTIAL BUSINESS CENTER FLOODPLAIN NOTE: THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041 CO285E, REVISED DATE: 05-16-2012, & 48041 C0305F, REVISED DATE: 04-02-2014. REVISIONS z 0 a DESIGNED BY.: AS SHOWN w a v CHECKED BY: DECEMBER 2025 a INTERIM REVIEW DRAWN BY: 29280-0016-01 0 z m O Not intended for construction, bidding or permit purposes. Engineer: RYAN J. ALCALA P.E. Serial No.: 137832 Date: 7 ACRE MF - TURKEY CREEK DECEMBER 2025 CPA COLLEGE STATION, BRAZOS, TEXAS K:\29280\29280-0016-017 Acre MF - Turkey Creek - College Station \2 Design Phase \CAD\Exhibits \Rezoning Exhibit.dwg SEK: December 11, 2025 Page 847 of 1298 Off' CITY OF COLLEGE STATION Home ofTexasA&M Unmersrty° COMP PLAN APPLICATION SUPPORTING INFORMATION Name of Project: NEIGHBORHOOD CENTER TO URBAN RESIDENTIAL (CPA2025-000002) Address: 8650 TURKEY CREEK RD Legal Description: A002601, JOHN H JONES (ICL), TRACT 61, 7.02 ACRES Total Acreage: 7.02 Applicant: PARKWAY CONSTRUCTION Property Owner: CASHION FAMILY LIMITED PARTNER What element of the Comprehensive Plan and at what location is requested to be amended? We are amending the current zoning of the property to develop a multi family multiple buildings. What is the amendment requested? Rezoning from R-Rural to MF-Multi Family NEIGHBORHOOD CENTER TO URBAN RESIDENTIAL What is the reason for the amendment? Rezoning from R-Rural to MF-Multi Family How will this change be compatible with the existing uses, development patterns, and character of the immediate area concerned, the general area, and the city as a whole? Rezoning from R-Rural to MF-Multi Family Page 1 of 2 Page 848 of 1298 Explain the impact on environmentally sensitive and natural areas and infrastructure, including water, wastewater, drainage and transportation network. Developing adjacent to a Existing Multi Family Development Explain how this change will be consistant with the goals and strategies set forth in the Comprehensive Plan. N/A List any other reasons to support this zone change. N/A List any other additional properties. N/A Page 2 of 2 Page 849 of 1298 EXISTING Future Land Use PROPOSED Future Land Use 0 Neighborhood Center Residential Neighborhood Center Neighborhood Center ORDINANCE NO. AN ORDINANCE OF THE CITY OF COLLEGE STATION, TEXAS, AMENDING THE OFFICIAL CITY OF COLLEGE STATION COMPREHENSIVE PLAN BY AMENDING THE COMPREHENSIVE PLAN — FUTURE LAND USE & CHARACTER MAP FROM NEIGHBORHOOD CENTER TO URBAN CENTER FOR APPROXIMATELY 6.995 ACRES OF LAND, GENERALLY LOCATED AT 8650 TURKEY CREEK RD; PROVIDING A SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND CONTAINING OTHER PROVISIONS RELATED THERETO. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the "Official City of College Station Comprehensive Plan" is hereby amended by adding new Subsection "E.1.n." of Exhibit "A" thereto as set out in Exhibit "A" attached hereto and made a part hereof; as set out in Exhibit "B" attached hereto and made a part hereof. PART 2: That if any provisions of any section of this Ordinance shall be held to be void or unconstitutional, such holding shall in no way affect the validity of the remaining provisions or sections of this Ordinance, which shall remain in full force and effect. PART 3: That this Ordinance shall take effect immediately from and after its passage. PASSED, ADOPTED and APPROVED this day of , 2025. ATTEST: City Secretary APPROVED: City Attorney APPROVED: Mayor Page 851 of 1298 ORDINANCE NO. EXHIBIT A Page 2 of 7 That Ordinance No.4303 adopting the "Official City of College Station Comprehensive Plan" as amended, is hereby amended by adding Subsection "E.1.n." to Exhibit "A" of said plan for Exhibit "A" to read in its entirety as follows: A. Comprehensive Plan The Official City of College Station Comprehensive Plan (Ordinance 4303) is hereby adopted and consists of the following: 1. Plan Foundation; 2. Distinctive Places; 3. Strong Neighborhoods; 4. A Prosperous Economy; 5. Engaging Spaces; 6. Integrated Mobility; 7. Exceptional Services; 8. Managed Growth; 9. Collaborative Partnerships; and 10. Plan Implementation B. Master Plans The following Master Plans are hereby adopted and made a part of the Official City of College Station Comprehensive Plan: 1. The Northgate Redevelopment Plan dated November 1996; 2. The Revised Wolf Pen Creek Master Plan dated 1998; 3. Northgate Redevelopment Implementation Plan dated July 2003; 4. Bicycle, Pedestrian, and Greenways Master Plan dated January 2010; 5. Parks, Recreation, and Open Spaces Master Plan dated July 2011; 6. Medical District Master Plan dated October 2012; 7. Economic Development Master Plan dated February 2026; 8. The Water System Master Plan dated April 2017; 9. The Wastewater System Master Plan dated April 2017; 10. Northeast Gateway Redevelopment Plan dated September 2023; 11. Wellborn District Plan dated October 2023; and 12. Housing Action Plan dated September 2024. Page 852 of 1298 ORDINANCE NO. C. Master Plan Amendments Page 3 of 7 The following Master Plan Amendments to the Official City of College Station Comprehensive Plan are as follows: 1. Expiring the East College Station Transportation Study dated May 2005 — Ordinance 4404, dated November 10, 2022. 2. Expiring the Central College Station Neighborhood Plan dated June 2010 — Ordinance 4404, dated November 10, 2022. 3. Expiring the Eastgate Neighborhood Plan dated June 2011 — Ordinance 4404, dated November 10, 2022. 4. Expiring the Southside Area Neighborhood Plan dated August 2012 — Ordinance 4404, dated November 10, 2022. 5. Expiring the South Knoll Neighborhood Plan dated September 2013 — Ordinance 4404, dated November 10, 2022. 6. Amended as shown in the Northeast Gateway Redevelopment Plan for Map 5.4 Proposed Bicycle Facilities and Map 5.5 Proposed Pedestrian Facilities within the Bicycle, Pedestrian, and Greenways Master Plan — Ordinance 4470, dated September 28, 2023. 7. Amended as shown in the Wellborn District Plan for Map 5.4 Proposed Bicycle Facilities and Map 5.5 Proposed Pedestrian Facilities within the Bicycle, Pedestrian, and Greenways Master Plan — Ordinance 4474, dated October 12, 2023. D. Text Amendments The following Text Amendments to the Official City of College Station Comprehensive Plan are as follows: 1. Text Amendments: a. Chapter 2. Distinctive Places by amending the text regarding the Neighborhood Center future land use description, intent, and generally appropriate zoning districts — Ordinance 4351, dated April 28, 2022. b. Chapter 2. Distinctive Places by amending the text regarding the Planning Areas description to remove expired plans — Ordinance 4404, dated November 10, 2022. c. Chapter 2. Distinctive Places by amending the text regarding the Planning Areas description to rename the Texas Avenue & University Drive (FM 60) Page 853 of 1298 ORDINANCE NO. Page 4 of 7 Redevelopment Area to the Northeast Gateway Redevelopment Plan — Ordinance 4470, dated September 28, 2023. d. Chapter 2. Distinctive Places by amending the text regarding the Planning Areas description to update it to the Wellborn District Plan, to revise the Future Land Use & Character descriptions to remove the Wellborn future land use and incorporate it and the Wellborn -specific zoning districts into the Neighborhood Commercial, Suburban Residential, and Estate Residential future land use descriptions and generally appropriate zoning districts — Ordinance 4474, dated October 12, 2023. E. Map Amendments The following Map Amendments to the Official City of College Station Comprehensive Plan are as follows: 1. Future Land Use & Character Map: a. Approximately 5 acres of land generally located at 2354 Barron Road from Suburban Residential to Neighborhood Commercial — Ordinance 4365, dated June 23, 2022. b. Approximately 17 acres of land generally located at 400 Double Mountain Road from Medical to Urban Residential — Ordinance 4378, dated August 11, 2022. c. Approximately 0.19 acres of land generally located at 106 Southland Street from Suburban Residential to Neighborhood Commercial — Ordinance 4388, dated September 8, 2022. d. Approximately 2.611 acres of land, generally located at 100 - 170 Graham Road from Business Center to Neighborhood Commercial — Ordinance 4435, dated May 15, 2023. e. Amended as shown in the Northeast Gateway Redevelopment Plan — Ordinance 4470, dated September 28, 2023.. f. Amended as shown in the Wellborn District Plan — Ordinance 4474, dated October 12, 2023. g. Approximately 3.25 acres of land generally located west of the intersection of Nantucket Drive and State Highway 6 S from Suburban Residential and Natural and Open Areas to Neighborhood Commercial and Natural and Open Areas — Ordinance 4520, dated May 23, 2024. h. Approximately 3 acres of land generally located at located at 116 and 120 Morgans Lane from Urban Residential to General Commercial. i. Approximately 11 acres of land generally located at 3182 Holleman Drive South from Mixed Residential and Natural & Open Areas to Urban Residential. Page 854 of 1298 ORDINANCE NO. Page 5 of 7 j. Approximately 1.047 acres of land generally located at 3423 Cain Road and 3197 Holleman Drive South from Mixed Residential to General Commercial. k. Approximately 3.60 acres of land generally located at 3768 McCullough Road from Estate Residential to Neighborhood Commercial — Ordinance 4578, dated February 27, 2025 1. Approximately 2.752 acres of land generally located at 2360 Harvey Mitchell Parkway South from General Commercial to Urban Residential — Ordinance 4596, dated June 12, 2025. m. Approximately 2.5 acres of land generally located south of the intersection of University Drive East and East Crest Drive from General Commercial to Urban Residential — Ordinance 4609, dated August 14, 2025. n. Approximately 6.995 acres of land generally located at 8650 Turkey Creek Road from Neighborhood Center to Urban Residential. 2. Planning Areas Map: a. Removing the Central College Station Neighborhood Plan, Eastgate Neighborhood Plan, Southside Area Neighborhood Plan, and South Knoll Neighborhood Plan — Ordinance 4404, dated November 10, 2022. b. Renaming the Texas Avenue & University Drive (FM 60) Redevelopment Area to the Northeast Gateway Redevelopment Plan — Ordinance 4470, dated September 28, 2023. c. Renaming the Wellborn Community Plan to the Wellborn District Plan Ordinance 4474, dated October 12, 2023. 3. Functional Classification & Context Class Map: a. Amended as shown in the Northeast Gateway Redevelopment Plan — Ordinance 4470, dated September 28, 2023. b. Amended as shown in the Wellborn District Plan — Ordinance 4474, dated October 12, 2023. F. General 1. Conflict. All parts of the Comprehensive Plan and any amendments thereto shall be harmonized where possible to give effect to all. Only in the event of an irreconcilable conflict shall the later adopted ordinance prevail and then only to the extent necessary to avoid such conflict. Ordinances adopted at the same city council meeting without reference to another such ordinance shall be harmonized, if possible, so that effect may be given to each. Page 855 of 1298 ORDINANCE NO. Page 6 of 7 2. Purpose. The Comprehensive Plan is to be used as a guide for growth and development for the entire City and its Extraterritorial Jurisdiction ("ETJ"). The Comprehensive Plan depicts generalized locations of proposed future land uses, including thoroughfares, bicycle and pedestrian ways, parks, greenways, and waterlines, and sewer lines that are subject to modification by the City to fit local conditions and budget constraints. 3. General nature of Future Land Use. The Comprehensive Plan, in particular the Future Land Use & Character Map and any adopted amendments thereto, shall not be, nor be considered, a zoning map, shall not constitute zoning regulations or establish zoning boundaries, and shall not be site or parcel specific but shall be used to illustrate generalized locations. 4. General nature of College Station Comprehensive Plan. The Comprehensive Plan and any additions, amendments, master plans and subcategories thereto depict same in generalized terms including future locations; and are subject to modifications by the City to fit local conditions, budget constraints, cost participation, and right-of-way availability that warrant further refinement as development occurs. Linear routes such as thoroughfares, bikeways, pedestrian ways, greenways, waterlines, and sewer lines that are a part of the Comprehensive Plan may be relocated by the City 1,000 feet from the locations shown in the Comprehensive Plan without being considered an amendment thereto. 5. Reference. The term College Station Comprehensive Plan includes all of the above in its entirety as if presented in full herein, and as same may from time to time be amended. Page 856 of 1298 ORDINANCE NO. EXHIBIT B Page 7 of 7 That the "Official City of College Station Comprehensive Plan" is hereby amended by amending a portion of the map titled "Future Land Use & Character" from Neighborhood Center to Urban Residential for the following property: EXISTING Future Land Use PROPOSED Future Land Use Neighborhood Center \c, ‘s, Urban Residential Neicaorhood e:Infer Neighborhood Center a N Page 857 of 1298 March 26, 2026 Item No. 9.3. Rezoning - Turkey Creek Sponsor: Gabriel Schrum , Staff Planner Reviewed By CBC: Planning & Zoning Commission Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance amending Appendix A, Unified Development Ordinance, Article 4, "Zoning Districts," Section 4.2 "Official Zoning Map," of the Code of Ordinances of the City of College Station, Texas by changing the zoning district boundaries from R Rural to MF Multi -Family for approximately 6.995 acres generally located at 8650 Turkey Creek Road. Relationship to Strategic Goals: Diverse and Growing Economy Recommendation(s): This item was heard at the February 19th, 2026, Planning and Zoning Commission meeting, where the Commission voted 6-1 to recommend approval. Summary: This request is to rezone approximately 6.995 acres of undeveloped land generally located Northwest of the intersection of Turkey Creek Rd and Raymond Stotzer Pw from R Rural to MF Multi Family. The tract proposed to be rezoned consists of an un-platted property with frontage to Turkey Creek Rd. This zoning request is an effort to provide additional housing and residential density to this area. The applicant is requesting a zoning district change to allow a multi -family development, which would not be allowed on properties zoned R Rural, and to meet the associated zoning standards as required by the district. REZONING REVIEW CRITERIA 1. Whether the proposal is consistent with the Comprehensive Plan: The subject tract is currently designated as Neighborhood Center on the Comprehensive Plan Future Land Use & Character Map. There is an associated Comprehensive Plan Amendment (CPA2025- 00002) with this rezoning request to change the Land Use to Urban Residential. The Comprehensive Plan generally describes the Neighborhood Center land use designation as follows: Areas that are appropriate for a mix of uses arranged in a compact and walkable pattern at a smaller scale than Urban Centers. These areas consist of residential, commercial, and office uses arranged horizontally in an integrated manner and may be mixed vertically within structures. Neighborhood Centers should also incorporate consolidated parking facilities, access to transportation alternatives, open space and recreational facilities, and public uses. The intent of the Neighborhood Center Land Use is to • Create and reinforce walkable activity centers that are connected to surrounding development and include a mix of complementary uses that accommodate a mix of building types that frame attractive pedestrian spaces. • Support vertical mixed -use structures with ground -floor retail in appropriate locations such as along corridors or major intersections. Page 858 of 1298 The zoning districts that are generally appropriate within the Neighborhood Center land use include: Mixed -use, Wolf Pen Creek zoning (in Wolf Pen Creek only), commercial and multi -family zoning may be considered in some circumstances if designed in an integrated manner through a Planned Development District with a preferred emphasis on urban form. The subject tract is proposed to be designated as Urban Residential on the Comprehensive Plan Future Land Use & Character Map. For the Urban Residential land use, the Comprehensive Plan provides the following: Areas that are appropriate for a range of high -density multifamily and attached residential development in various forms including townhomes, apartment buildings, mixed -use buildings, and limited non-residential uses that are compatible with the surrounding area.. The intent of the Urban Residential land use is to: • Accommodate a wide range of attractive multifamily housing for a diverse population where buildings may be clustered and grouped. • The building setback from street varies but is generally consistent within a development and Provide vehicular and pedestrian connectivity • Accommodate streetscape features such as sidewalks, street trees, and lighting • Support commercial, service, office uses, and vertical mixed -use within redevelopment areas between developments. The zoning districts that are generally appropriate within the Urban Residential land use include: Multi -family, townhouse, mixed -use, and limited suburban commercial zoning. The City of College Station's adopted Housing Action Plan identifies goals and strategies that create and incentivize more housing units and diverse housing types for not just the current, but future community members. This request aligns with this overall Plan and its guiding goal, as it intends to provide the community with housing options such as apartment homes that will help enrich the housing stock and the surrounding area as well. It additionally helps promote Strategy 1 of the Housing Action Plan as it encourages increased density where it can be supported with appropriate standards, infrastructure, and services. The proposed zoning district of MF Multi Family would be in line with the proposed amendment to the Comprehensive Plan (CPA2025-00002) as the request will be providing a development with permitted uses allowed by the zoning district. 2. Whether the uses permitted by the proposed zoning district will be appropriate in the context of the surrounding area: The subject property is near another existing Multi Family use which is located along Turkey Creek Rd to the northwest. The proposed zoning district is appropriate in the context of the area as it would allow for supportive housing and density near the BioCorridor. While there are existing rural properties in the area, the proposed rezoning and development is appropriate and in accordance with the plan and development seen in the last few years. The vision for this area has been to support the biocorridor's commerical and industrial development by providing density in the surrounding region such as proposed on this property. 3. Whether the property to be rezoned is physically suitable for the proposed zoning district: Page 859 of 1298 The size and location of the subject property is suitable for multifamily development, and the site has adequate space to meet the minimal dimensional standards as set forth in the Unified Development Ordinance. 4. Whether there is available water, wastewater, stormwater, and transportation facilities generally suitable and adequate for uses permitted by the proposed zoning district: The existing water and wastewater infrastructure is adequate to support the needs of this development. Drainage and any other infrastructure required with site redevelopment shall be designed and constructed in accordance with the BCS Unified Design Guidelines. The subject property is located just west of the intersection of Raymond Stotzer and Turkey Creek Rd. Turkey Creek Rd is identified as a Major Collector on the Thoroughfare Plan. The use is expected to generate less than 150 trips in any peak hour; therefore, a Traffic Impact Analysis (TIA) was not required to be submitted with the application. 5. The marketability of the property: The applicant states rezoning and developing this property as Multi Family will be marketable "apartments for students". Budget & Financial Summary: Attachments: 1. Aerial and SAM 2. Rezoning Exhibit 3. Background Information 4. Applicants Supporting Information 5. Existing Future Land Use Map 6. Rezoning Map 7. Ordinance Page 860 of 1298 !Tj DI IONS01 r tis? 0 NORTH T RADITIGN PH 10.2 395 790 Feet REZONING FROM R-RURAL TO MF-MULTI FAMILY RKEY CREEK MEMORIAL 0 CEMETERY OFF . es COLLEGE STATION 4, c<•,TF City of College Station City Limit Case: REZ2025-000027 REZONING (�� City of College Station PDD THE TRADITIONS PH 102 ZONING DISTRICTS (In Grayscale) Residential MH R Rural MF WE Wellborn Estate MU E Estate MHP WRS Wellborn Restricted Suburban RS Restricted Suburban GS General Suburban D Duplex T Townhome NORTH 0 Middle Housing Multi -Family Mixed -Use Manufactured Home Pk. 315 1 PDD 630 Feet • • Non -Residential NAP Natural Area Protected 0 Office SC Suburban Commercial WC Wellborn Commercial GC General Commercial CI Commercial Industrial BP Business Park BPI Business Park Industrial C—U College and University Planned Districts P-MUD Planned Mixed -Use Dist. PDD Planned Develop. Dist. Design Districts WPC Wolf Pen Creek Dev. Cor. NG-1 Core Northgate NG-2 Transitional Northgate NG-3 Residential Northgate REZONING FROM R-RURAL TO MF-MULTI FAMILY Overlay Districts OV RDD NPO NCO HP MEMORIAL CEMETERY # OF COLLEGE STATION O w w / / Corridor Ovr. Redevelopment District Nbrhd. Prevailing Ovr. Nbrhd. Conservation Ovr. Historic Preservation Ovr. Case: REZ2025-000027 R 200FT Notification Retired Districts R-1B Single Family Residential R-4 Multi -Family R-6 High Density Multi -Family C-3 Light Commercial RD Research and Dev. M-1 Light Industrial M-2 Heavy Industrial REZONING EXISTING ZONING PLANNED ',DEVELOPMENT v/ DISTRICT PROPOSED ZONING QUIDDITY Rezoning Exhibit Proposed Multi -Family Zoning 7.02 Acre Cashion Family LP College Station, Tx BACKGROUND INFORMATION NOTIFICATIONS Advertised Commission Hearing Date: Advertised Council Hearing Date: Property owner notices mailed: 11 February 19, 2026 March 26, 2026 Contacts in support: None at the time of this report Contacts in opposition: None at the time of this report Inquiry contacts: 1 ADJACENT LAND USES Direction Comprehensive Plan Zoning Land Use North Neighborhood Center MF — Multi Family Apartments South Neighborhood Center R- Rural Detached Single Family East Neighborhood Center R Rural Turkey Creek Rd (Major (across Turkey Creek Rd) Collector) West Business Center PDD —Planned Undeveloped Development District DEVELOPMENT HISTORY Annexed: June 1995 Zoning: A-O Agricultural -Open (upon annexation 1995) A-O Agricultural to R Rural (2013) Final Plat: Site Development: Unplatted Undeveloped Page 864 of 1298 Off' CITY OF COLLEGE STATION Home of Texas A&M Unmeant° REZONING APPLICATION SUPPORTING INFORMATION Name of Project: REZONING FROM R-RURAL TO MF-MULTI FAMILY (REZ2025-000027) Address: 8650 TURKEY CREEK RD Legal Description: A002601, JOHN H JONES (ICL), TRACT 61, 7.02 ACRES Total Acreage: 7.02 Applicant:: PARKWAY CONSTRUCTION Property Owner: CASHION FAMILY LIMITED PARTNER List the changed or changing conditions in the area or in the City which make this zone change necessary. Rezoning from R-Rural to MF-Multi Family Indicate whether or not this zone change is in accordance with the Comprehensive Plan. If it is not, explain why the Plan is incorrect. In accordance with the comprehensive plan How will this zone change be compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood? Suitable as there is a MF adjacent to this property Explain the suitability of the property for uses permitted by the rezoning district requested. Suitable as there is a MF adjacent to this property Page 1 of 2 Page 865 of 1298 Explain the suitability of the property for uses permitted by the current zoning district. Suitable as there is a MF adjacent to this property Explain the marketability of the property for uses permitted by the current zoning district. Apartments for Students List any other reasons to support this zone change. N/A Page 2 of 2 Page 866 of 1298 Business EXISTING Future Land Use Neighborhood Neighborhood Neighborhood Center Neighborhood Cenr v► 4 Institutional/Public U g O Neighborhood Business ORDINANCE NO. AN ORDINANCE AMENDING APPENDIX A "UNIFIED DEVELOPMENT ORDINANCE," ARTICLE 4 "ZONING DISTRICTS," SECTION 4.2, "OFFICIAL ZONING MAP" OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY CHANGING THE ZONING DISTRICT BOUNDARIES AFFECTING THE APPROXIMATELY 6.995 ACRE TRACT OF LAND GENERALLY LOCATED AT 8650 TURKEY CREEK ROAD, LYING AND BEING SITUATED AS DESCRIBED BELOW; PROVIDING A SEVERABILITY CLAUSE; DECLARING A PENALTY; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That Appendix A "Unified Development Ordinance," Article 4 "Zoning Districts," Section 4.2 "Official Zoning Map" of the Code of Ordinances of the City of College Station, Texas, be amended as set out in Exhibit "A", and Exhibit "B" attached hereto and made a part of this Ordinance for all purposes. PART 2: If any provision of this Ordinance or its application to any person or circumstances is held invalid or unconstitutional, the invalidity or unconstitutionality does not affect other provisions or application of this Ordinance or the Code of Ordinances of the City of College Station, Texas, that can be given effect without the invalid or unconstitutional provision or application, and to this end the provisions of this Ordinance are severable. PART 3: That any person, corporation, organization, government, governmental subdivision or agency, business trust, estate, trust, partnership, association and any other legal entity violating any of the provisions of this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be punishable by a fine of not less than twenty five dollars ($25.00) and not more than five hundred dollars ($500.00) or more than two thousand dollars ($2,000) for a violation of fire safety, zoning, or public health and sanitation ordinances, other than the dumping of refuse. Each day such violation shall continue or be permitted to continue, shall be deemed a separate offense. PART 4: This Ordinance is a penal ordinance and becomes effective ten (10) days after its date of passage by the City Council, as provided by City of College Station Charter Section 35. Ordinance Form 08-27-19 Page 869 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED, and APPROVED this day of March 2026. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 08-27-19 Page 870 of 1298 ORDINANCE NO. Page 3 of 5 Exhibit A That Appendix A "Unified Development Ordinance," Article 4 "Zoning Districts," Section 4.2, "Official Zoning Map" of the Code of Ordinances of the City of College Station, Texas, is hereby amended as follows: The following property is rezoned from R (Rural ) to MF (Multi Family): (KERR FIELD NOTES OESCRIPTIDN `SURVEYING OF 6.99S ACRE TRACT JOHN H. JONES LEAGUE SURVEY, ABSTRACT 26 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION DF6.99S ACRES IN THE JOHN H.IONES LEAGUE SURVEY, ABSTRACT 26, IN COLLEGE STATION, BRAZO5 COUNTY, TEXAS, BEING ALL OF A CALLED 7.02 ACRE TRACT DE LAND CONVEYED TO CASHION FAMILY LIMITED PARTNERSHIP IN VOLUME 1T415, PAGE 1113 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT.; SAID 6.99S ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING al' a 112 inch iron rod with yeller plastic cap sramped' HEIR 4502' found in the soumwesr lined Turkey Creek Road (30I' wide right-of-way195J241 DRBCT) at the east corner of said 7.02 acre trail, same being the north corner of a called 40' wide portion of the remainder of a 210 acre tract of land camreyed 1a 11, E. Burgess in Volume 123, Page 229 of the Deed Records of Brazos County, Texas (BRIM), tram which City of College Station Monument C5S4-164 bears N 14° 16' 04" W. a distance of 3,088.69 feet, MENU, with the common line of said Cashion and Burgess tracts, 5 43° 26' 32' W. lac a distance of 659.20 feet to a 112 inch iron rod with yellow plastic cap stamped'JONNES 6 CARTER' found in the northeast line of the remainder of a called 417.85 acre Iracr of land con4eyed to Bryan Commerce and Development. Inc. in Volume 4023. Page 91 (OPRBCTI at the south corner of said Cashion Tra€t and the south corner hereof; THENCE, with the common line of said Cashion Iracl and said Bryan remainder tract. N 35' 44' 32' W, for a distance aI 5 6,05 Feel to a 1{2 inch iron rod with yellow plastic cap stamped'JBNES Fr CARTER' found at the west corner of said Cashion Tract, being the west corner hereol, and the south corner of a 0.003 acre tight -at -way dedicated by the plat 0I The TradiliunsSubdivision, Phase 102, filed in Volume 15561. Page 81 (OPRBCT); THETI[F with the common line of said Cashion tract and said Traditions Subdivision, Phase 102, N S3' 119' 32' E. for a distance of 658.53feet to a 1)2 inch iron rod with yellow plastic cap stamped'IKERR 45Cl2' found in the southwest line of Turkey Creek Road, at the north corner of said Cashion Tract, being the north corner ftereol, and rhe east corner DI Ls? 2, Block 3 or The Traditions Suhdivision Phase 102; THENCE, with the southwest line of said Turkey Creek Road, rhe fallowing three (3) courses and distances' 1] 532° W 48' E. a distance of t21,95 feet fa a TOOT Ty pa 1 concrete right-of•way marker found fora point nl curvature; Wage 26.0120 M&B.det° r �r Ordinance Form 08-27-19 Page 871 of 1298 ORDINANCE NO. Page 4 of 5 4 With a curve to the left, haling a radius of 2.91525 feet, an art length of 250,16 feet, a delta angle of 04. 55. 00`, and a chord which bears S34' 42 10` Ft a distance of Lil .09 feet to 3 TXDOT Type I a mcrere righi,of•wag marker found at the paint of Iangenay; 3) 5 37.09 4R' E; a distance of 41130 feet to the FONT IF BEhNNNG hereof and contain inc 6-995 acres, male or less. Surveyed an the ground October 2025 under my superwiaion. See plat prepared January 2026 for other information. The bearing basis for this survey is based on the Texas stale Plane Coordinate System of 1983 (1A01B3), Central Zone, Grid North asfstahlishedfrom GP5 observation using the Leica 5mar net IJA0B3(NA2011T0poch201DMulti-year COf25Solution 2 (M'fCS2).OMstances described I►erem art surface distances. To obtain grid distances (not grid areasl divide bya combined scale factor of 1.DOI1D953701AB (calculated using 5f0IR1ZBT. Reference drawing 26-0120-T1TLE. 2r2r216 Michael AndrewSherrod Registered Professional Land Surveyor No. 7103 KERR SURVEYING Kea Surveying. ILC 11718 Briarcresl Or, Bryan, TX 77802 Office: {979) 26B-31951 Web: www.kerrlandsarveuing.com Surveys@kerrsarvew ing,ner I TBPELS Firm Mo.1001950D 26-D120 hlEr i.dotx 21 r Ordinance Form 08-27-19 Page 872 of 1298 6i-LZ-80 uli0 j aoueuTpJo 96Z 6 40 £L8 a6ed duix uiuoz - a liaigxa 0 z n I1 z p b P CD Uni Cfg March 26, 2026 Item No. 9.4. 200 Texas Ave Rezoning Sponsor: Gabriel Schrum , Staff Planner Reviewed By CBC: Planning & Zoning Commission Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance amending Appendix A, Unified Development Ordinance, Article 4, "Zoning Districts," Section 4.2 "Official Zoning Map," of the Code of Ordinances of the City of College Station, Texas by changing the zoning district boundary from CI Commercial Industrial to P-MUD Planned Mixed Use District for approximately 1.24 acres at 200 Texas Avenue, generally located northwest of the intersection of Texas Avenue and University Drive. Relationship to Strategic Goals: • Diverse Growing Economy Recommendation(s): This item was heard at the February 19, 2026, Planning and Zoning Commission meeting, where the Commission voted 7-0 to recommend approval. Summary: This request is to rezone the subject property from CI Commercial Industrial to P-MUD Planned Mixed Use District. The proposed Concept Plan shows the general building and parking layout of the site as well as connections internal to the other developments nearby. The proposed concept plan will provide additional landscaping and architectural relief elements beyond the required amount. REZONING REVIEW CRITERIA 1. Whether the proposal is consistent with the Comprehensive Plan: The Comprehensive Plan Future Land Use and Character Map designates the subject property as Urban Center. The Comprehensive Plan generally describes the Urban Center land use designation as follows: These areas are appropriate for the most intense development and mix of uses arranged in a compact and walkable pattern. These areas will tend to consist of multi -story residential, commercial, and office uses that may be mixed vertically within mixed -use structures or horizontally in an integrated manner. Urban Centers should also incorporate consolidated parking facilities, access to transportation alternatives, open space and recreational facilities, and public uses. The intent of the district is to: • Create and reinforce walkable activity centers with small blocks that are connected to surrounding development and include a mix of complementary uses • Accommodate a mix of building types, including freestanding and attached structures that frame attractive pedestrian zones between buildings and streets The proposed zoning district of P-MUD Planned Mixed Use District would be in line with the Comprehensive Plan. The City of College Station's Comprehensive Plan has identified neighborhood and district planning efforts for areas facing significant changes or development pressures, or to create or enhance the unique character of an area. This property is a part of Planning Area 5: Northeast Gateway Page 874 of 1298 Redevelopment Plan. It states the following, "Adopted in September 2023, the Northeast Gateway Redevelopment Plan creates a coordinated strategy for future change and redevelopment along two of the busiest corridors in the city: Texas Avenue and University Drive (FM 60). The plan is divided into two subareas: The Crossing and Eastgate Main. The Crossing is the primary gateway into the City of College of Station and Texas A&M University for visitors entering from Bryan on Texas Avenue and from State Highway 6 along the University Drive (FM 60) hospitality corridor. The Crossing generally includes the area surrounding the intersection, east along University Drive (FM 60) to Tarrow Street, and south along Texas Avenue to Lincoln Avenue. The Crossing anticipates a high level of redevelopment, vertical mixed -use structures, significant increases in housing options and housing stock, an enhanced and expanded multi -modal transportation system, and a denser urban form." This request aligns with the overall Comp Plan and its guiding goal, as well as the subject planning area goals, as it intends to provide mixed -use zoning and product. 2. Whether the uses permitted by the proposed zoning district will be appropriate in the context of the surrounding area: The property has frontage on Texas Avenue with an access point already in place. Adjacent properties are zoned CI Commercial Industrial to the north, the City of Bryan to the east across Texas Avenue, and PDD Planned Development District to the south and west. The P-MUD Planned Mixed Use zoning district is to allow areas that encourage the mixing of land uses such as retail/commercial, office, parks, multi -family, and attached single-family. These uses are developed together in a manner that allows interaction between the uses and that allows each use to support the other uses. The adjacent lots to the north is developed as a Hotel, to the east, across Texas Avenue, is developed as a Hotel in the City of Bryan, to the south is also developed as a Hotel, and to the west is developed as a multifamily apartment complex. The proposed zoning district is appropriate for the surrounding area as both commercial and residential development continues to grow within the area. 3. Whether the property to be rezoned is physically suitable for the proposed zoning district: The size and location of the subject property are suitable for developments allowed within this proposed zoning district. The site has adequate space to meet the minimal dimensional standards for the zoning district. The proposed development will meet the minimum commercial and residential percentage requirements, as it includes non-residential components such as office space, meeting area, and a business center on the first floor. The floors above will support the non-residential spaces, with hotel rooms serving as residential components for both this development and the surrounding area's commercial developments. 4. Whether there is available water, wastewater, stormwater, and transportation facilities generally suitable and adequate for uses permitted by the proposed zoning district: The existing water and wastewater infrastructure is adequate to support the needs of this development. Drainage and any other infrastructure required with the site development shall be designed and constructed in accordance with the BCS Unified Design Guidelines. The subject property has frontage to Texas Avenue, a 4 lane major arterial on the Thoroughfare Plan. 5. The marketability of the property: The applicant has stated that there is a market for this product in the community and it would help Page 875 of 1298 support the surrounding businesses in the area while providing an aesthetically pleasing development on a major corridor in town. REVIEW OF CONCEPT PLAN The Concept Plan provides an illustration of the general layout of the proposed building areas as well as other site related features. In proposing a P-MUD, an applicant may also request variations to the general platting and site development standards, provided that those variations are outweighed by demonstrated community benefits of the proposed development. The Unified Development Ordinance provides the following review criteria as the basis for reviewing P-MUD Concept Plans: 1. The proposal will constitute an environment of sustained stability and will be in harmony with the character of the surrounding area; 2. The proposal is in conformity with the policies, goals, and objectives of the Comprehensive Plan, and any subsequently adopted Plans, and will be consistent with the intent and purpose of this Section; 3. The proposal is compatible with existing or permitted uses on abutting sites and will not adversely affect adjacent development; 4. Every dwelling unit need not front on a public street but shall have access to a public street directly or via a court, walkway, public area, or area owned by a homeowners association; 5. The development includes provision of adequate public improvements, including, but not limited to, parks, schools, and other public facilities; 6. The development will not be detrimental to the public health, safety, welfare, or materially injurious to properties or improvements in the vicinity; and 7. The development will not adversely affect the safety and convenience of vehicular, bicycle, or pedestrian circulation in the vicinity, including traffic reasonably expected to be generated by the proposed use and other uses reasonably anticipated in the area considering existing zoning and land uses in the area. The applicant held multiple meetings with staff discussing variations, and community benefit proposals with overall design ideas as well. Purpose and Intent: The Planned Mixed Use District for this property outlines the purpose, intent, and community benefit of the proposed development, which is to provide a multi -story hotel with premier lodging directed toward easy access and a memorable community space. The Concept Plan offers several community benefits to mitigate impacts the development may have on the adjacent areas of development. Base Zoning and Meritorious Modifications: The Planned Mixed Use District has a base zoning of MU Mixed Use. At the time of site plan, the project will need to meet all applicable site development standards and platting requirements of the Unified Development Ordinance for the base zoning district, except where meritorious modifications are granted with the P-MUD zoning. The applicant is requesting the following meritorious modifications: • Modification of the Ground Floor Area requirement of the Planned Mixed Use District per Section 5.1.K.4 of the UDO. The requirement states, "The ground floor of structures shall be a minimum of Page 876 of 1298 twenty-five (25) percent of the lot area." The applicant is instead proposing that this requirement to be reduced to 18%, stating, "Considering the Lot constraints, this modification is necessary to accommodate the proposed site design and operational requirements of the project". Community Benefits: The applicant is proposing the following community benefits: 1. Increased Landscaping Points beyond the requirements on site. The proposed development requires 1,621 points per UDO Section 7.6.C.2. The applicant has indicated via the concept plan and landscaping plan to have a large amount of landscaping beyond the requirement, having approximately 3x the amount of landscaping points on site. 2. Increased Architectural relief elements on the development. The proposed building is subject to UDO Section 7.10.C.3.c.1, which states, To provide visual interest, the first two (2) stories of any primary facade or fagade visible from a public right-of-way or public way shall use at least one (1) architectural relief element for every twenty-five (25) horizontal feet, or part thereof, of facade length. The applicant will exceed this requirement by providing 50% more elements on the fagade facing the right-of-way, as well as the required elements on the remainder of the building. These community benefits will help offset the requested modifications by enhancing the architectural features of the buildings to maintain an aesthetic, increasing the on -site landscaping and plantings, and increasing sidewalk connectivity to the adjacent developed sites. Budget & Financial Summary: Attachments: 1. Aerial and SAM 2. Concept Plan 3. Future Land Use Map 4. Zoning Map 5. Zoning Exhibit 6. Applicant's Bulk Letter 7. Background Information 8. Applicant's Supporting Information 9. Ordinance Page 877 of 1298 0 NORTH 215 430 Feet REZONING FROM CI TO M-U (PROPOSED 6 STORY HOTEL) City of College Station City Lim Case: REZ2025-000021 REZONING _� e'er „ :231 (�� City of College Station C U ZONING DISTRICTS (In Grayscale) Residential MH R Rural MF WE Wellborn Estate MU E Estate MHP WRS Wellborn Restricted Suburban RS Restricted Suburban GS General Suburban D Duplex T Townhome 0 NORTH NORTH PARK 1 PDD Middle Housing Multi -Family Mixed -Use Manufactured Home Pk. 160 ti NORTHPOINT CROSS GORZYI MEADOWLANISS N Non -Residential NAP Natural Area Protected 0 Office SC Suburban Commercial WC Wellborn Commercial GC General Commercial CI Commercial Industrial BP Business Park BPI Business Park Industrial C—U College and University 320 Feet Planned Districts P-MUD Planned Mixed -Use Dist. PDD Planned Develop. Dist. Design Districts WPC Wolf Pen Creek Dev. Cor. NG-1 Core Northgate NG-2 Transitional Northgate NG-3 Residential Northgate REZONING FROM CI TO M-U (PROPOSED 6 STORY HOTEL) Overlay Districts OV RDD NPO NCO HP PDD 4 200FT Notification / \ \ Corridor Ovr. Redevelopment District Nbrhd. Prevailing Ovr. Nbrhd. Conservation Ovr. Historic Preservation Ovr. Case: REZ2025-000021 Retired Districts R-1B Single Family Residential R-4 Multi -Family R-6 High Density Multi -Family C-3 Light Commercial RD Research and Dev. M-1 Light Industrial M-2 Heavy Industrial REZONING 1/2" CIRS PARKIN CITY OF COLLEGE STATION ESMT VOL 2153, PG 40 •ORBCT VOL 1996, PG 331 P R.B C.T FLOOD PLAIN NOTE PARKING AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 48041CO215F, DATED APRIL 2, 2014, PREPARED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FOR BRAZO COUNTY, TEXAS , THE SUBJECT PROPERTY SHOWN HEREON LIES WITHIN ZONE "X", AREAS OF 0.2% ANNUAL CHANCE FLOOD: AREA OF 1% ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. N 41 ° 11'30" E 295.26' 7 5' BUILDING LINE VOL 1996, PG 331 P R.B C.T MULTI STORIED BUILDING AREA 7 5' BUILDING LINE VOL 1996, PG 331 P R.B C.T (PLAT CALL S44°56 22"W 289.45') S 41°07'19" W 289.23' PARKING AREA PARKING AREA ACCESS ESMT VOL 2153, PG 40 ORBCT VOL 1996, PG 331 PRBCT CITY OF COLLEGE STATION ESMT VOL 2153, PG 40 ORBCT• VOL 1996, PG 331 P R.B C.T 41=11111.111, Know what's below. CaII before you dig. x N'y 01-=-6=-±410 Scale: 1" = 20' Feet PROJECT CONTACT LIST ENGINEER TRIANGLE ENGINEERING LLC 1782 W. McDERMOTT DRIVE ALLEN, TEXAS 75013 CONTACT: KARTAVYA PATEL, P.E. PHONE: 469-331-8566 SURVEYOR BLUESTAR SURVEYING 1013 CEDAR BREAK CT. CELBURNE, TEXAS 76033 CONTACT: ROY RODRIGUEZ PHONE: 817-659-9206 NO. DATE 1 09/08/25 1 12/29/25 1 01/20/26 OWNER/DEVELOPER DBG AGGIE LAND LLC 3525 SANDY TRAIL LN PLANO, TEXAS 75023 CONTACT: ARJUN DEMLA PHONE: 940-781-8154 ARCHITECT TYPE SIX DESIGN & DEVELOPMENT 920 S. MAIN ST., SUITE 150 GRAPEVINE, TEXAS 76051 CONTACT: HUMBERTO LOPEZ PHONE: 817-291-0980 DESCRIPTION 1ST ZONING SUBMITTAL 2ND ZONING SUBMITTAL 3RD ZONING SUBMITTAL BY KP KP KP VICINITY MAP N.T.S. GENERAL NOTES 1. TOTAL SITE AREA: 1.24 ACRES. 2. THIS SITE IS NOT LOCATED IN A FEMA REGULATED 100-YEAR FLOODPLAIN PER FEMA MAP PANEL #48041 CO215F DATED APRIL 2,2014. 3. THIS DEVELOPMENT WILL NOT INCLUDE PARKS, GREENWAYS, CONSERVATIVE AREAS, OR SCHOOLS. 4. ALL SITE LIGHTING WILL COMPLY WITH CITY OF COLLEGE STATION ORDINANCES. 5. ADDITIONAL LANDSCAPE IS PROPOSED WITH THE DEVELOPMENT THAN THE MINIMUM REQUIRED BY THE CITY. 6. SEE VARIANCES LETTER FOR THE MERITORIOUS MODIFICATIONS. CONCEPT PLAN HAMPTON INN 200 TEXAS AVENUE LOT 1, LODGECO SUBDIVISION JOSEPH E. SCOTT SURVEY, ABSTRACT NO.50 CITY OF COLLEGE STATION, BRAZOS COUNTY, TEXAS UANG ENGINEERING LLC T: 469.331.8566 I F: 469.213.7145 I E: info@triangle-engr.com W: triangle-engr.com I 0: 1782 W. McDermott Drive, Allen, TX 75013 Planning 1 Civil Engineering Construction Management I P.E. KP DES. DATE SCALE PROJECT NO. SHEET NO. RK 09/08/25 SEE 058-25 SCALE BAR TX. P.E. FIRM #11525 CP Page 880 of 1298 Planned Mixed -Use Development District ZONING BEFORE & AFTER EXISTING ZONING: REPLA 'JI �f r 1Sr Pia;...�� AM' n(YVURN',` tyrrt::.:i ::E:krtcfs I Zoning GS General Suburban D Duplex MH Middle Housing 0 Office ▪ GC General Commercial ▪ CI Commercial Industrial Q - C-U College and University P-MUD Planned Mixed -Use Development I I Parcels PDD Planned Development District I=1 Subdivisions and Scanned Plats NG-3 Residential Northgate - Rivers and Streams C-3 Light Commercial 2025_Cached_Aerials_NAD63 R-4 Multi -Family R-6 High Density Multi -Family College Station City Limit Red: Band_1 ▪ Green: Band_2 ▪ Blue. Band_3 Background Blocker Texas A&M Property Parks Structures College Station Building Texas A&M Building Streets Local Street Local Street Local Street Arterial or Collector Local Street Arterial or Collector Local Street Arterial or Collector Local Street Arterial or Collector Arterial or Collector Arterial or Collector Arterial or Collector : College Station City Limits Arterial or Collector Page 883 of 1298 PROPOSED ZONING: laS, My-a'Ceikw gat! Zoning GS General Suburban D Duplex MH Middle Housing P-MUD Planned Mixed -Use Development I I Parcels Texas A&M Property C-3 Light Commercial 0 Office R-4 Multi -Family - GC General Commercial R-6 High Density Multi -Family ▪ CI Commercial Industrial 0 College Station City Limit ▪ C-U College and University Local Street Arterial or Collector IM PDD Planned Development District I= Subdivisions and Scanned Plats Parks Local Street Arterial or Collector = NG-3 Residential Northgate — Rivers and Streams Structures Local Street Arterial or Collector 2025_Cached_Aerials_NAD83 College Station Building Local Street Arterial or Collector = Red: Band_1 Texas A&M Building Arterial or Collector Arterial or Collector = Green. Band 2 Streets — Arterial or Collector t College Station City Limits = Blue. Band_3 Local Street Arterial or Collector Background Blocker Local Street Page 884 of 1298 AIANGLE ENGINEERING LLC December 29, 2025 Attn: City of College Station Planning and Development Services City of College Station P.O. Box 9960 College Station, TX 77842 Re: 200 Texas Ave - Hampton Inn development (P-MUD with base MU Zoning) To whom it may concern, Triangle Engineering is excited to be a part of the upcoming development of Hampton Inn in the City of College Station. With a commitment to enhancing hospitality and convenience, our vision is to provide visitors and residents with a premier lodging experience that combines comfort, quality, and exceptional service. This development will offer modern amenities and a welcoming environment, making it an ideal destination for business travelers, families, and guests attending events in the area. Our goal is to contribute to College Station's growth by delivering a hotel that reflects the city's vibrant character and provides easy access to local attractions, dining, and entertainment. We look forward to creating a space that serves the community and visitors alike, ensuring a memorable stay in College Station. The subject property is currently zoned CI (Commercial Industrial). To propose hotel development on this site under the existing FLUM designation, we acknowledge that a rezoning will be required to permit hotel uses. Understanding that we must choose a base zoning district for the development upon which we base all the variance requests, we have chosen Mixed Use (MU) for this planned development. The use and development of the property will comply with the requirements of the City's Code of Ordinances, as amended, except where variances to the Mixed Use (MU) development standards are requested and noted below. 1. Request for Variance of Ground Floor Area to be minimum of 25% of the total Lot area As per the Unified Development Ordinance (UDO); Sec 5.1, Residential Zoning Districts (Mixed Use District); requires that the ground floor of structures shall be a minimum of twenty-five (25) percent of the lot area. We propose a GFA coverage of about 18.84 %. Hence, we request a variance to permit a reduced minimum ground floor area of 18% of the total lot area. Considering the Lot constraints, this modification is necessary to accommodate the proposed site design and operational requirements of the project. Page 885 of 1298 TRIANGLE N iNrr:Nt,i�:� As part of the P-MUD approval, the following Community Area Benefits shall be provided to offset the GFA requirements: Community Benefits: 1. Increasing the required landscaping point requirements: As outlined in the Landscaping and Tree Protection subsection of Article 7, General Development Standards of the UDO, we are required to provide 1,621 landscaping points (based on the 10% requirement). Our proposal includes approximately 5,360 points, representing a substantial increase over the minimum required by the city. 2. Non -Residential Architectural Relief elements : Exceeding the number of Non -Residential Architectural Relief elements found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO by more than 25% or 2 whichever is greater where required; and we propose the following: The current requirement is to, at minimum, include one element every 25 feet, with at least two different types of relief elements at the facade facing the public ROW. At present, our design consists of 4 distinct elements (please reference the preliminary render below and elevations included in the submission). These include: • Recessed Entry • Decorative Facade lighting • Mass projection in contrast color • Insets in the projection to break up the facade At 55 feet, our ROW facing facade under the current ordinance would require 3 total architectural relief elements. As it stands, just counting the first and second floors, our building incorporates 6. With these, as well as the elements around the building (such as canopies, recessed pool courtyard, facade articulation, plane Page 886 of 1298 AIANGLE ENGINEERING LLC projections, cantilevers, color and material changes, and a porte-cochere), we provide great visual interest that helps break up an otherwise expansive/ monotonous facade. 2. Request for variance to required Parking Space Dimensions As per the Unified Development Ordinance (UDO); Sec 7.3, Off -Street Parking Standards; the minimum parking spaces required for the Hotel use is as below: USE PARKING RATIO REQUIRED MINIMUM SPACES MAXIMUM SPACES Guest Rooms Meeting Room Area 0.5/Room 1/Room 1/400 SF 1/200 SF The UDO establishes a minimum standard parking space size of 9' x 20', or 9' x 18' when adjacent to a 6' sidewalk or a 4' landscape area. Although we meet the minimum required spaces with standard parking space dimensions, we do propose a few compact parking spaces on site to accommodate the parking need for the proposed development. Hence, we request a variance which is requested to allow 9' x 16' parking spaces when we meet the minimum required spaces per the UDO. Thank you very much. Please feel free to reach out to us if you have any questions. Sincerely, Kartavya (Kevin) Patel Page 887 of 1298 BACKGROUND INFORMATION NOTIFICATIONS Advertised Commission Hearing Date: Advertised Council Hearing Date: Property owner notices mailed: 12 Contacts in support: Contacts in opposition: Inquiry contacts: February 19, 2026 March 26, 2026 None at the time of this report None at the time of this report None at the time of this report ADJACENT LAND USES Direction Comprehensive Plan Zoning North Urban Center Cl- Commerical Industrial South Urban Center PDD-Planned Development District East Urban Center N/A (City of Bryan) West Urban Center PDD —Planned Development District Land Use Hotel Hotel Hotel Muti Family Apartment DEVELOPMENT HISTORY Annexed: March 1939 Zoning: R-1 Single Family(upon annexation 1939) R-1 Single Family to CI Commercial Industrial (2005) Final Plat: Lot 1, LODGECO SUBDIVISION (1993) Site Development: Restaurant Page 888 of 1298 (kff" CITY OF COLLEGE STATION Home ofTexas AeWU ommty° REZONING PDD APPLICATION SUPPORTING INFORMATION Name of Project: REZONING FROM CI TO P-MUD (PROPOSED 6 STORY HOTEL) (REZ2025-000021) Address: 200 TEXAS AVE Legal Description: LODGECO SUBD, LOT 1 Total Acreage: 1.239 Applicant: TRIANGLE ENGINEERING LLC Property Owner: DBG AGGIE LAND LLC List the changed or changing conditions in the area or in the City which make this zone change necessary. The City's ongoing growth strategies and its evolving focus on mixed -use nodes and corridor reinvestment create opportunities for developments like ours to align with municipal priorities and the broader objectives outlined in the comprehensive plan. Indicate whether or not this zone change is in accordance with the Comprehensive Plan. If it is not, explain why the Plan is incorrect. The current proposed rezoning and proposed use aligns with the comprehensive plans of the city. How will this zone change be compatible with the present zoning and conforming uses of nearby property and with the character of the neighborhood? The PMUD zoning change is grounded in the existing MU base zoning and adheres to the uses established by the City. The proposed hotel enhances the high -quality, mixed -use environment envisioned for these corridors, supporting surrounding businesses and contributing to activity throughout the day and week. Explain the suitability of the property for uses permitted by the rezoning district requested. P-MUD allows hotels, enabling a coordinated hospitality -focused mixed -use program that leverages city's master plan adding to the city economic growth expectations in the area. Explain the suitability of the property for uses permitted by the current zoning district. The property is currently zoned CI, which permits hotel use; however, the CI development standards, when combined with applicable MUD requirements, restrict building form and site efficiency such that a hotel cannot be appropriately accommodated on this infill site. Page 1 of 3 Page 889 of 1298 Given surrounding hotels, multi family development, and the underperformance of prior restaurant use, a hotel is the most suitable redevelopment option. This use is consistent with the City of College Station's Comprehensive Plan policies encouraging infill redevelopment and strengthening hospitality oriented corridors. Explain the marketability of the property for uses permitted by the current zoning district. A hotel within a mixed -use zoning district strengthens absorption and tenant demand by providing complementary space and services that benefits the city which the CI zoning may not readily support from a holistic planning standpoint. The City's policy emphasis on redevelopment and mixed -use nodes aligns with these market dynamics. List any other reasons to support this zone change. Maximum Building Height. The proposed Maximum Building Height is 72 feet. Proposed Drainage. We plan to utilize the existing on -site storm connection and tie the new storm system into it as needed. Variations Sought. As provided in the variance letter, we request for Variance of Ground Floor Area to be minimum of 25% of the total Lot area. We also request for variance to required Parking Space Dimensions for the excess parking we provide on site. Community Benefits. The project fills a growing need for high -quality lodging in College Station, supporting tourism, business travel, and event -related visitation. By providing modern accommodations, the hotel will strengthen the city's hospitality offerings and contribute to economic vitality. Additionally, below are the community benefits we propose with our development. • Increased the required landscaping points that what is required by the city. • Proposing non -Residential Architectural Relief elements Sustained Stability. Page 2 of 3 Page 890 of 1298 The concept plan enhances long-term stability by introducing a well -integrated hotel that aligns with College Station's growth patterns. With quality architecture and professional management, the project is designed for lasting viability. The hotel complements the surrounding commercial and service -oriented uses and helps transition the site from an abandoned restaurant to modern mixed -use development consistent with the city's long-term vision. Conformity. The proposed project supports the College Station Comprehensive Plan by promoting economic development through a hotel that strengthens tourism infrastructure and attracts visitors for business, academic, and recreational purposes. Compatibility with use. The hotel is compatible with surrounding commercial and service -oriented land uses, generating activity patterns similar to other permitted uses. Access to Streets. The project fronts Texas Avenue and utilizes a shared entry point, helping reduce traffic impacts on the corridor. All internal drive lanes and emergency access routes connect to public streets in full compliance with city requirements. Public Improvements. N/A Public Health. The concept plan promotes and protects residents and health, safety, and welfare by meeting all building, fire codes. The site includes adequate lighting, secure access points, and modern safety features such as sprinklers, alarms, and ADA-compliant pathways. Replacing an unused restaurant property with a professionally managed hotel also reduces blight and promotes a safer, more stable environment for the area. Safety. The proposed project enhances safety for vehicles, bicycles, and pedestrians by providing distinct circulation routes, aligning driveways with city's access standards, supplying adequate on -site parking, and incorporating well -lit pathways to improve visibility and nighttime safety. Page 3 of 3 Page 891 of 1298 ORDINANCE NO. AN ORDINANCE AMENDING APPENDIX A "UNIFIED DEVELOPMENT ORDINANCE," ARTICLE 4 "ZONING DISTRICTS," SECTION 4.2, "OFFICIAL ZONING MAP" OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY CHANGING THE ZONING DISTRICT BOUNDARIES AFFECTING THE APPROXIMATELY 1.24 ACRE LOT OF LAND LYING AND BEING SITUATED AS LODGECO SUBDIVISION, LOT 1, AS DESCRIBED BELOW; PROVIDING A SEVERABILITY CLAUSE; DECLARING A PENALTY; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That Appendix A "Unified Development Ordinance," Article 4 "Zoning Districts," Section 4.2 "Official Zoning Map" of the Code of Ordinances of the City of College Station, Texas, be amended as set out in Exhibit "A", Exhibit "B", Exhibit "C", and Exhibit "D" attached hereto and made a part of this Ordinance for all purposes. PART 2: If any provision of this Ordinance or its application to any person or circumstances is held invalid or unconstitutional, the invalidity or unconstitutionality does not affect other provisions or application of this Ordinance or the Code of Ordinances of the City of College Station, Texas, that can be given effect without the invalid or unconstitutional provision or application, and to this end the provisions of this Ordinance are severable. PART 3: That any person, corporation, organization, government, governmental subdivision or agency, business trust, estate, trust, partnership, association and any other legal entity violating any of the provisions of this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be punishable by a fine of not less than twenty five dollars ($25.00) and not more than five hundred dollars ($500.00) or more than two thousand dollars ($2,000) for a violation of fire safety, zoning, or public health and sanitation ordinances, other than the dumping of refuse. Each day such violation shall continue or be permitted to continue, shall be deemed a separate offense. PART 4: This Ordinance is a penal ordinance and becomes effective ten (10) days after its date of passage by the City Council, as provided by City of College Station Charter Section 35. Ordinance Form 08-27-19 Page 892 of 1298 ORDINANCE NO. Page 2 of 6 PASSED, ADOPTED, and APPROVED this day of March 2026. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 08-27-19 Page 893 of 1298 ORDINANCE NO. Page 3 of 6 Exhibit A That Appendix A "Unified Development Ordinance," Article 4 "Zoning Districts," Section 4.2, "Official Zoning Map" of the Code of Ordinances of the City of College Station, Texas, is hereby amended as follows: The following property (Lot 1, LodgeCo Subdivision) is rezoned from CI (Commerical Industrial) to P-MUD (Planned Mixed Use District): (mnd.o,) 31ON31l' St>X31 G21 0:EI3DOWEIQ000l paL74 1336I1S ONt/7MO07/361 Ordinance Form 08-27-19 Page 894 of 1298 6i-LZ-80 uli0 j aoueuTpJo 86Z L 30 S68 abed College Alisnned Development District EXISTING Zoning Indu trial Planned Commercial De elopment College General Planned Development 491 College o a INIvadit Attnned Development District PROPOSED Zoning • Comffjr,[' o l 1ndU'S1TIa General � al Planned Planned Mixed -Use Development District Development College District 04, General mmercial ieeral al Planned Development Distri -t dew - S llama ORDINANCE NO. Page 5 of 6 Exhibit C — Meritorious Modifications and Community Benefits Purpose and Intent: The Planned Mixed Use District for this property outlines the purpose, intent, and community benefit of the proposed development, which is to provide a multi -story hotel with premier lodging directed toward easy access and a memorable community space. The Concept Plan offers several community benefits to mitigate impacts the development may have on the adjacent areas of development. Base Zoning and Meritorious Modifications: The Planned Mixed Use District has a base zoning of MU Mixed Use. At the time of site plan, the project will need to meet all applicable site development standards and platting requirements of the Unified Development Ordinance for the base zoning district, except where meritorious modifications are granted with the P-MUD zoning. The applicant is requesting the following meritorious modifications: • Modification of the Ground Floor Area requirement of the Planned Mixed -Use District per Section 5.1.K.4 of the UDO. The requirement states, "The ground floor of structures shall be a minimum of twenty-five (25) percent of the lot area." The applicant is instead proposing that this requirement to be reduced to 18%, stating, "Considering the Lot constraints, this modification is necessary to accommodate the proposed site design and operational requirements of the project". Community Benefits: The applicant is proposing the following community benefits: 1. Increased Landscaping Points beyond the requirements on site. The proposed development requires 1,621 points per UDO Section 7.6.C.2. The applicant has indicated via the concept plan and landscaping plan to have a large amount of landscaping beyond the requirement, having approximately 3x the amount of landscaping points on site. 2. Increased Architectural relief elements on the development. The proposed building is subject to UDO Section 7.10.C.3.c.1, which states, To provide visual interest, the first two (2) stories of any primary facade or facade visible from a public right-of-way or public way shall use at least one (1) architectural relief element for every twenty-five (25) horizontal feet, or part thereof, of facade length. The applicant will exceed this requirement by providing 50% more elements on the facade facing the right-of-way, as well as the required elements on the remainder of the building. These community benefits will help offset the requested modifications by enhancing the architectural features of the buildings to maintain an aesthetic, increasing the on -site landscaping and plantings, and increasing sidewalk connectivity to the adjacent developed sites. Ordinance Form 08-27-19 Page 896 of 1298 6i-LZ-80 ULM j 0911EUTpJo 86Z L 30 L68 abed FLOOD PLAIN NOTE PARKING AREA PARKING AREA MULTI STORIED BUILDING AREA T ACCESS AREA PARKING AREA PARKING AREA nneglasersINSNE. Can PROJECT CONTACT LIST griTLIMIZZL 0,41E J17dY/Ze SEE EMEW ar za.Nc sua.rrEs. DIE SOHN stun. VICINITY MAP GENERAL NOTES CONCEPT PLAN HAMPTON INN NO TEXAS AVENUE. LOT 1, LOIXECO SUE6ONISVON DANGLE ENGINEEIENGLLC Reoiy 1 CMETdreai® 1 Cauldron Hemmed alMl LTE,J7•:E CP umd 3daauoD — Q wigxd March 26, 2026 Item No. 9.5. UDO Amendment - PDD Planned Development Districts Sponsor: Jeff Howell, Senior Planner Reviewed By CBC: Planning & Zoning Commission Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance amending Appendix A, Unified Development Ordinance, Article 3 "Development Review Procedures", Section 3.5 "Concept Plans (P-MUD and PDD Districts)" of the Code of Ordinances of the City of College Station, Texas, by amending certain sections relating to requirements, concept plans, and community benefits for PDD Planned Development Districts. Relationship to Strategic Goals: Good Governance Recommendation(s): This item was heard at the February 19, 2026 Planning and Zoning Commission meeting where the Commission voted 7-0 to recommend approval. Summary: This proposed Unified Development Ordinance amendment affects all new proposed PDD Planned Development Districts. Specifically, the amendment modifies this Section in order to: 1. Updates concept plan and minimum requirements that each PDD must include; 2. Includes suggestions for community benefits; 3. Clarifies and differentiates requirements for larger vs. smaller sized PDD areas; 4. Provide more predictability and clarification; 5. For minor modifications, providing more detailed elements to provide. Background: This topic was presented and discussed at a Planning and Zoning Commission for a workshop item in June 2024. Several modifications were requested including a request to receive additional stakeholder feedback. An in -person meeting was held in July 2024, with an additional virtual meeting held August 2024 with those applicants and design professionals who have submitted several rezoning applications to PDD Planned Development District in the past 10 years. The meetings were primarily attended by several interested parties. Modifications were made to the proposed standards and after working with the City Attorney's Office incorporated into the UDO. This item was presented to City Council on November 24, 2025. However, after hearing the presentation and feedback from the public, staff was directed to meet with those applicants and design professionals again to discuss concerns and look into additional modifications to the proposed amendments. Staff sent out the presented revisions for their feedback, followed by a meeting to discuss with them on January 8, 2026. As a result and after internal review, additional modifications were made to the proposed ordinance amendments to incorporate them into the UDO. Budget & Financial Summary: N/A Attachments: 1. Ordinance 2. Section 3.5 Concept Plans (P-MUD and PDD Districts) redlines Page 898 of 1298 ORDINANCE NO. AN ORDINANCE AMENDING APPENDIX A, "UNIFIED DEVELOPMENT ORDINANCE," ARTICLE 3 "DEVELOPMENT REVIEW PROCEDURES", SECTION 3.5 "CONCEPT PLANS (P-MUD AND PDD DISTRICTS)" OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY AMENDING CERTAIN SECTIONS RELATING TO REQUIREMENTS, CONCEPT PLANS, AND COMMUNITY BENEFITS FOR PDD PLANNED DEVELOPMENT DISTRICTS; PROVIDING A SEVERABILITY CLAUSE; DECLARING A PENALTY; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That Appendix A, "Unified Development Ordinance," Article 3 "Development Review Procedures", Section 3.5 "Concept Plans (P-MUD and PDD Districts)" of the Code of Ordinances of the City of College Station, Texas, be amended as set out in Exhibit "A" attached hereto and made a part of this Ordinance for all purposes. PART 2: If any provision of this Ordinance or its application to any person or circumstances is held invalid or unconstitutional, the invalidity or unconstitutionality does not affect other provisions or application of this Ordinance or the Code of Ordinances of the City of College Station, Texas, that can be given effect without the invalid or unconstitutional provision or application, and to this end the provisions of this Ordinance are severable. PART 3: That any person, corporation, organization, government, governmental subdivision or agency, business trust, estate, trust, partnership, association and any other legal entity violating any of the provisions of this Ordinance shall be deemed guilty of a misdemeanor, and upon conviction thereof shall be punishable by a fine of not less than twenty five dollars ($25.00) and not more than five hundred dollars ($500.00) or more than two thousand dollars ($2,000) for a violation of fire safety, zoning, or public health and sanitation ordinances, other than the dumping of refuse. Each day such violation shall continue or be permitted to continue, shall be deemed a separate offense. PART 4: This Ordinance is a penal ordinance and becomes effective ten (10) days after its date of passage by the City Council, as provided by City of College Station Charter Section 35. Ordinance Form 8-14-17 Page 899 of 1298 ORDINANCE NO. Page 2 of 8 PASSED, ADOPTED and APPROVED this day of , 20. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 900 of 1298 ORDINANCE NO. Page 3 of 8 Exhibit A That Appendix A, "Unified Development Ordinance," Article 3 "Development Review Procedures", Section 3.5 "Concept Plans (P-MUD and PDD Districts)" of the Code of Ordinances of the City of College Station, Texas, is hereby amended to read as follows: Sec. 3.5. Concept Plans (P-MUD and PDD Districts). Concept Plan Review Process l Pre3 pli:aiian Con=erence Coripeteness Renew Parks & Recreation Beare T Plann'n•y w .c CD—ISE C- 1 A. Applicability. A concept plan shall accompany a P-MUD Planned Mixed -Use District or PDD Planned Development District rezoning application to ensure the intent of the UDO is met by the proposed planned district standards. B. Application Requirements. A complete application for a concept plan shall be submitted to the Administrator with a P-MUD Planned Mixed -Use District or PDD Planned Development District rezoning application as set forth in the General Approval Procedures Section above unless otherwise specified in this Section. C. Concept Plan Approval Process. Ordinance Form 8-14-17 Page 901 of 1298 ORDINANCE NO. Page 4 of 8 1. Pre -Application Conference. Prior to submitting a concept plan, applicants are encouraged to schedule and attend an optional pre - application conference in accordance with the Pre -Application Conference Subsection of the General Approval Procedures Section above. 2. Review and Report by the Parks and Recreation Advisory Board. If the proposed area involves any required or voluntary parkland dedication, the concept plan must be reviewed by the Parks and Recreation Advisory Board. Parks and Recreation Advisory Board recommendations shall be forwarded to the City Council. 3. Review and Report by the Greenways Program Manager. If the proposed area includes a greenway dedication as shown on the Bicycle, Pedestrian, and Greenways Master Plan, or if the applicant is proposing greenway dedication or voluntary sale, the concept plan must be reviewed by the Greenways Program Manager. The Greenways Program Manager's recommendation shall be forwarded to the City Council. 4. Review and Recommendation by the Administrator. The Administrator shall review the concept plan and recommend approval, approval with conditions, or disapproval of the same. 5. Review and Recommendation by the Planning and Zoning Commission. The Planning and Zoning Commission shall review the concept plan and recommend to the City Council approval, approval with conditions, or disapproval of the same. 6. City Council Final Action. The City Council shall review the concept plan and approve, approve with conditions, or disapprove. D. Concept Plan Requirements. A concept plan shall not be considered or reviewed as a complete site plan application. The concept plan for the proposed development shall include the following: 1. A general layout plan showing the location and relationship of the various land uses permitted in the development which is to include the following as applicable: a. Overall property boundary of the area to be included as part of the PDD Planned Development District or P-MUD Planned Mixed -Use District; b. General arrangement of existing and proposed streets; c. The general location of building and parking areas; d. A range of proposed building heights (minimum and maximum) to be permitted; e. General arrangement of existing and proposed sidewalks to show connectivity provided to adjacent properties; f. Proposed base zoning districts; g• h. General arrangement of lots and/or blocks to be subdivided to illustrate proposed density; Existing land uses on the property and on adjacent properties; i. The general location of detention/retention ponds and other major drainage structures; j• Open spaces, parkland, conservation areas, greenways, parks, trails and other special features of the development; k. Location of landscape buffer to adjacent land uses, or enhanced landscape areas; and Ordinance Form 8-14-17 Page 902 of 1298 ORDINANCE NO. Page 5 of 8 I. Density of proposed development (residential units per acre). 2. For a PDD Planned Development District encompassing twenty (20) acres or more, the development may be phased into areas to provide more detailed Concept Plans. If phased, the Concept Plan would not need to include above referenced items but shall provide an overall general layout of areas to include the proposed zoning and vehicular circulation. If development is to be phased, the Concept Plan must state the phases which are intended to be developed in sequential order. Prior to development of each phase as identified on the Concept Plan, a Concept Plan for each phase must meet all of the requirements above and shall be required to be submitted for review to the Planning and Zoning Commission and adoption by City Council. Each phase must be stated in the ordinance and provide reference to the original Concept Plan. 3. A written statement addressing the drainage development of the site; 4. A list of general bulk or dimensional modifications sought; and 5. If general bulk or dimensional modifications are sought, provide a list of tangible community benefits and/or innovative design concepts to justify the request. For City consideration, each tangible community benefit and/or innovative design concepts must be enforceable via site plan or subdivision plat regulations. Community benefits include items which provide an offset to the modifications being requested. Examples include, but are not limited to those items listed in the Minimum Requirements Subsection below. E. Review Criteria. The Administrator and Planning and Zoning Commission shall recommend approval and the City Council may approve a concept plan if, in addition to the Review Criteria Subsection of the Official Zoning Map Amendments (Rezonings) Section of Article 3, Development Review Procedures, it finds that the concept plan meets the following criteria: 1. The proposal will constitute an environment of sustained stability and will be in harmony with the character of the surrounding area; 2. The proposal conforms with the policies, goals, and objectives of the Comprehensive Plan, including any associated plans or studies subsequently adopted by the City Council, and will be consistent with the intent and purpose of this Section; 3. The proposal is compatible with existing or permitted uses on abutting sites and will not adversely affect adjacent development; 4. The development includes the provision of adequate public improvements, including, but not limited to, parks, schools, and other public facilities; 5. The development will not be detrimental to the public health, safety, welfare, or materially injurious to properties or improvements in the vicinity; and 6. The development will not adversely affect the safety and convenience of vehicular, bicycle, or pedestrian circulation in the vicinity, including traffic reasonably expected to be generated by the proposed use and other development reasonably anticipated in the area; and 7. The development will provide a greater level of building design quality, community amenities, or connectivity than would be required if the project were not being developed in a PDD Planned Development District or P-MUD Planned Mixed -Use District. F. Minimum Requirements. Unless otherwise indicated in the approved Concept Plan, the minimum requirements for each development shall be those stated in this UDO for subdivisions and the requirements of the most restrictive standard zoning district in which designated uses are permitted. Modification of these standards may be considered Ordinance Form 8-14-17 Page 903 of 1298 ORDINANCE NO. Page 6 of 8 during the approval process of the Concept Plan. If modification of these standards is granted with the concept plan, the Administrator will determine the specific minimum requirements. 1. A PDD Planned Development District five (5) acres or more must comply with the following requirements: a. Provide at least ten (10) percent of the property as common open space. Common open space may include amenities such as, but not limited to, private outdoor recreation facilities, natural areas, trails, agricultural lands, or stormwater management facilities designed as a neighborhood amenity, all subject to approval by Administrator; and b. For non-residential or multi -family development, exceed the minimum landscape points required in the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO by ten (10) percent or more. 2. All PDD Planned Development Districts must provide tangible community benefits to offset the modifications requested. Each community benefit will be reviewed and subject to approval by the Administrator to determine appropriateness based on the modification requested, proposed development, and existing surrounding development. Suggested tangible community benefits, listed below in order of generally more substantial to less substantial, include but are not limited to: a. Increasing the landscape buffer planting requirements as determined in the Buffer Requirements Subsection of Article 7, General Development Standards of this UDO by an additional fifty (50) percent; b. Increasing the landscape buffer width requirements as determined in the Buffer Requirements Subsection of Article 7, General Development Standards of this UDO by an additional fifty (50) percent; c. Providing connectivity to at least one (1) adjacent development through pedestrian facilities (via internal sidewalks) within the property; d. Providing parking screening from all property lines for all off-street parking spaces where not required by the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO; e. Increasing the landscaping point requirements as determined in the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO (i.e. ten (10), twenty-five (25), fifty (50) percent or more); f. Providing Non -Residential Architectural relief elements as found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO required on all facades (not facing or visible), regardless of building orientation at one (1) element for every forty (40) feet; g• Providing Low -Density Residential Height Protection for property adjacent to a residential zoning district or use where not required by the General Provisions Subsection of Article 7, General Development Standards of this UDO; h. Reducing the maximum building height as found in the Residential District Dimensional Standards Subsection of Article 5, and/or Non -Residential District Dimensions Standards Subsection of Article 5, District Purpose Statements and Supplemental Standards by ten (10) feet when adjacent to a residential zoning district or use or limiting to one (1) story when adjacent to a residential zoning district or use; Ordinance Form 8-14-17 Page 904 of 1298 ORDINANCE NO. Page 7 of 8 i. Preserving existing canopy trees at least six (6) inches to eight (8) inches as found in the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this U DO; j. Meeting the building material requirements as listed in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO; k. Providing thirty (30) percent building transparency between zero (0) feet and eight (8) feet on all facades facing right-of-way; I. Meeting the SC Suburban Commercial Non -Residential Architectural Standards relief element requirements where not already required as found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO; m. Exceeding the number of Non -Residential Architectural relief elements found in the Non - Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO by more than twenty-five (25) percent or two (2) elements whichever is greater where required; n. Allowing only Attached signs where only Low -Profile signs are allowed as determined in the Signs Subsection of Article 7, General Development Standards of this UDO; o. Allowing only Low -Profile signs where Freestanding signs are allowed as determined in the Signs Subsection of Article 7, General Development Standards of this UDO; p• q. Prohibiting internally lit signage when property is adjacent to a residential zoning district or use; Removing more intense uses from proposed base zoning that may be incompatible with the surrounding area as determined by the Administrator; r. Providing mechanical equipment screening where not already required for properties zoned SC Suburban Commercial as found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO; and/or s. Other items determined to be tangible community benefits and/or innovative design concepts as approved by the Administrator. G. Compliance with Other Regulations. The approval of a concept plan shall not relieve the developer from responsibility for complying with all other applicable sections of this UDO and other codes and ordinances of the City of College Station unless such relief is granted in the approved concept plan. H. Owners Association Required. An owners association will be required if other satisfactory arrangements have not been made for providing, operating, and maintaining common facilities including streets, drives, service, and parking areas, common open spaces, buffer areas, and common recreational areas at the time the development plan is submitted. If an owners association is required, documentation must be submitted to the City at the time of platting to assure compliance with the provisions of this UDO. I. Modifications. Any deviations from the approved concept plan shall require City Council approval except as provided in the Minor Amendment to Concept Plan Subsection below. J. Minor Amendment to Concept Plan. Ordinance Form 8-14-17 Page 905 of 1298 ORDINANCE NO. Page 8 of 8 1. Minor additions and modifications to the approved concept plans for areas less than twenty (20) acres meeting the following criteria may be approved by the Administrator provided they do not: a. Change the total square footage of each building by more than the lesser of ten (10) percent or two thousand five hundred (2,500) square feet; b. Substantially alter the arrangement of buildings from the original Concept Plan; c. Increase the number of buildings (which are greater than one hundred twenty (120) square feet); d. Change the use of a building; e. Change a required setback; f. Increase the height of a building by more than ten (10) percent; g. Substantially alter the configuration of streets, parking areas, drive aisles or lots from the original Concept Plan; h. Reduce common open space areas; i. Propose the clearing or grading of areas depicted on the Concept Plan as a conservation area, greenway, or park; j. Change the final determination of the specific meritorious modifications such as setbacks, lot size, dimensional standards, etc., granted generally as part of the Concept Plan; or k. Conflict with other regulations established for the PDD Planned Development Districts. 2. Minor additions and modifications to the approved Concept Plan for a PDD Planned Development District twenty (20) acres or more meeting the following criteria may be approved by the Administrator provided they do not: a. Change the arrangement or size of base zoning districts; or b. Change the final determination of the specific meritorious modifications such as setbacks, lot size, dimensional standards, etc., granted generally as part of the Concept Plan. Ordinance Form 8-14-17 Page 906 of 1298 Sec. 3.5. Concept Plans (P-MUD and PDD Districts). Concept Plan Review Process = .,.: .r<r . • • 1 � l + =r.•n (......... CS, •tY..N RItM 1 Pal" a R t.."' I II4 �'7 C n,rvw; t o►ro Ctorv.4S114. Page 907 of 1298 f Preacplicaiicn Con'erence Planning & Zonng Commission 1 A. Applicability. A concept plan shall accompany a P-MUD Planned Mixed -Use District or PDD Planned Development District rezoning application to ensure the intent of the UDO is met by the proposed planned district standards. B. Application Requirements. A complete application for a concept plan shall be submitted to the Administrator with a P-MUD Planned Mixed -Use District or PDD Planned Development District rezoning application as set forth in the General Approval Procedures Section above unless otherwise specified in this Section. C. Concept Plan Approval Process. 1. Pre -Application Conference. Prior to submitting a concept plan, applicants are encouraged to schedule and attend an optional pre - application conference in accordance with the Pre -Application Conference Subsection of the General Approval Procedures Section above. 2. Review and Report by the Parks and Recreation Advisory Board. If the proposed area involves any required or voluntary parkland dedication, the concept plan must be reviewed by the Parks and Recreation Advisory Board. Parks and Recreation Advisory Board recommendations shall be forwarded to the City Council. 3. Review and Report by the Greenways Program Manager. If the proposed area includes a greenway dedication as shown on the Bicycle, Pedestrian, and Greenways Master Plan, or if the applicant is proposing greenway dedication or voluntary sale, the Page 908 of 1298 concept plan must be reviewed by the Greenways Program Manager. The Greenways Program Manager's recommendation shall be forwarded to the City Council. 4. Review and Recommendation by the Administrator. The Administrator shall review the concept plan and recommend approval, approval with conditions, or disapproval of the same. 5. Review and Recommendation by the Planning and Zoning Commission. The Planning and Zoning Commission shall review the concept plan and recommend to the City Council approval, approval with conditions, or disapproval of the same. 6. City Council Final Action. The City Council shall review the concept plan and approve, approve with conditions, or disapprove. D. Concept Plan Requirements. A concept plan shall not be considered or reviewed as a complete site plan application. The concept plan for the proposed development shall include the following: 1. 1. A general layout plan showing the location and relationship of the various land uses permitted in the development; which is to include the following as applicable: a. 2. Overall property boundary of the area to be included as part of the PDD Planned Development District or P-MUD Planned Mixed -Use District; b. General arrangement of existing and proposed streets; c. The general location of building and parking areas; dA range of proposed building heights— (minimum and maximum) to be permitted: 3. A w\- ittcr statement addressing the drainage development th'csic; e. 4. General arrangement of existing and proposed sidewalks to show connectivity provided to adiacent properties; f. Proposed base zoning districts; g. General arrangement of lots and/or blocks to be subdivided to illustrate proposed density: h. Existing land uses on the property and on adjacent properties; iThe general location of detention/retention ponds and other major drainage structures; j. 5. Open spaces, parkland, conservation areas, greenways, parks, trails and other special features of the development; k. Location of landscape buffer to adiacent land uses, or enhanced landscape areas; and I. Density of proposed development (residential units per acre). 2. For a PDD Planned Development District encompassing twenty (20) acres or more, the development may be phased into areas to provide more detailed Concept Plans. If phased, the Concept Plan would not need to include above referenced items but shall provide an overall general layout of areas to include the proposed zoning and vehicular circulation. If development is to be phased, the Concept Plan must state the phases which are intended to be developed in sequential order. Prior to development of each phase as identified on the Concept Plan, a Concept Plan for each phase must meet all of the requirements above and shall be required to be submitted for review to the Planning and Zoning Commission and adoption by City Council. Each phase must be stated in the ordinance and provide reference to the original Concept Plan. 3. A written statement addressing the drainage development of the site; Page 909 of 1298 4. A list of general bulk or dimensional variations modifications sought; and If general bulk or dimensional variations modifications are sought, provide a list of tangible community benefits and/or innovative design concepts to justify the request. For City consideration, each tangible community benefit and/or innovative design concepts must be enforceable via site plan or subdivision plat regulations. Community benefits include items which provide an offset to the modifications being requested. Examples include, but are not limited to those items listed in the Minimum Requirements Subsection below. provide a list of cerervinity- nefits snd/or innovative design concepts to justify the request ; . 7. Th general location of the building and parking areas; 8. Q 'c cpaset ,rlder.d, conservation areas, grecnwayc, trcikr ;r..d other special futures of the development; and 9. Buffer ar as or a statement indicating buffering proposed E. Review Criteria. The Administrator and Planning and Zoning Commission shall recommend approval and the City Council may approve a concept plan if, in addition to the Review Criteria Subsection of the Official Zoning Map Amendments (Rezonings) Section of Article 3, Development Review Procedures, it finds that the concept plan meets the following criteria: 1. The proposal will constitute an environment of sustained stability and will be in harmony with the character of the surrounding area; 2. The proposal conforms with the policies, goals, and objectives of the Comprehensive Plan, including any associated plans or studies subsequently adopted by the City Council, and will be consistent with the intent and purpose of this Section; 3. The proposal is compatible with existing or permitted uses on abutting sites and will not adversely affect adjacent development; 4. Every dwelling unit need not front cx p►,' is street bvt chill hare access to a public street directly or via a court, walkway, public ar a, or arca owned by an owners association; 5. 4. The development includes the provision of adequate public improvements, including, but not limited to, parks, schools, and other public facilities; 6. 5. The development will not be detrimental to the public health, safety, welfare, or materially injurious to properties or improvements in the vicinity; and The development will not adversely affect the safety and convenience of vehicular, bicycle, or pedestrian circulation in the vicinity, including traffic reasonably expected to be generated by the proposed use and other tiscsdevelopment reasonably anticipated in the area considering existing zoning and land uscs in the ar a. 7. The development will provide a greater level of building design quality, community amenities, or connectivity than would be required if the project were not being developed in a PDD Planned Development District or P-MUD Planned Mixed -Use District. F. Minimum Requirements. Unless otherwise indicated in the approved concept Concept piaPlan, the minimum requirements for each development shall be those stated in this UDO for subdivisions and the requirements of the most restrictive standard zoning district in which designated uses are permitted. Modification of these standards may be considered during the approval process of the concept Concept planPlan. If modification of these standards is granted with the concept plan, the Administrator will determine the specific minimum requirements. Page 910 of 1298 1. A PDD Planned Development District five (5) acres or more must comply with the following, requirements: a. Provide at least ten (10) percent of the property as common open space. Common open space may include amenities such as, but not limited to, private outdoor recreation facilities, natural areas, trails, agricultural lands, or stormwater management facilities designed as a neighborhood amenity, all subiect to approval by Administrator; and b. For non-residential or multi -family development, exceed the minimum landscape points required in the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO by ten (10) percent or more. 2. All PDD Planned Development Districts must provide tangible community benefits to offset the modifications requested. Each community benefit will be reviewed and subiect to approval by the Administrator to determine appropriateness based on the modification requested, proposed development, and existing surrounding development. Suggested tangible community benefits, listed below in order of generally more substantial to less substantial, include but are not limited to: a. Increasing the landscape buffer planting requirements as determined in the Buffer Requirements Subsection of Article 7, General Development Standards of this UDO by an additional fifty (50) percent; b. Increasing the landscape buffer width requirements as determined in the Buffer Requirements Subsection of Article 7, General Development Standards of this UDO by an additional fifty (50) percent; c. Providing connectivity to at least one (1) adiacent development through pedestrian facilities (via internal sidewalks) within the property; d. Providing parking screening from all property lines for all off-street parking spaces where not required by the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO; e. Increasing the landscaping point requirements as determined in the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO (i.e. ten (10), twenty-five (25), fifty (50) percent or more); f. Providing Non -Residential Architectural relief elements as found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO required on all facades (not facing or visible), regardless of building orientation at one (1) element for every forty (40) feet; g. Providing Low -Density Residential Height Protection for property adiacent to a residential zoning district or use where not required by the General Provisions Subsection of Article 7, General Development Standards of this UDO; h. Reducing the maximum building height as found in the Residential District Dimensional Standards Subsection of Article 5, and/or Non -Residential District Dimensions Standards Subsection of Article 5, District Purpose Statements and Supplemental Standards by ten (10) feet when adiacent to a residential zoning district or use or limiting to one (1) story when adiacent to a residential zoning district or use; i. Preserving existing canopy trees at least six (6) inches to eight (8) inches as found in the Landscaping and Tree Protection Subsection of Article 7, General Development Standards of this UDO. Page 911 of 1298 i. Meeting the building material requirements as listed in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO; k. Providing thirty (30) percent building transparency between zero (0) feet and eight (8) feet on all facades facing right-of-wav; I. Meeting the SC Suburban Commercial Non -Residential Architectural Standards relief element requirements where not already required as found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO; m. Exceeding the number of Non -Residential Architectural relief elements found in the Non - Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO by more than twenty-five (25) percent or two (2) elements whichever is greater where required; n. Allowing only Attached signs where only Low -Profile signs are allowed as determined in the Signs Subsection of Article 7, General Development Standards of this UDO; o. Allowing only Low -Profile signs where Freestanding signs are allowed as determined in the Signs Subsection of Article 7, General Development Standards of this UDO; p. Prohibiting internally lit signage when property is adjacent to a residential zoning district or use; a. Removing more intense uses from proposed base zoning that may be incompatible with the surrounding area as determined by the Administrator; r. Providing mechanical equipment screening where not already required for properties zoned SC Suburban Commercial as found in the Non -Residential Architectural Standards Subsection of Article 7, General Development Standards of this UDO; and/or s. Other items determined to be tangible community benefits and/or innovative design concepts as approved by the Administrator. G. Compliance with Other Regulations. The approval of a concept plan shall not relieve the developer from responsibility for complying with all other applicable sections of this UDO and other codes and ordinances of the City of College Station unless such relief is granted in the approved concept plan. H. Owners Association Required. An owners association will be required if other satisfactory arrangements have not been made for providing, operating, and maintaining common facilities including streets, drives, service, and parking areas, common open spaces, buffer areas, and common recreational areas at the time the development plan is submitted. If an owners association is required, documentation must be submitted to the City at the time of platting to assure compliance with the provisions of this UDO. I. Modifications. Any deviations from the approved concept plan shall require City Council approval except as provided in the Minor Amendment to Concept Plan Subsection below. J. Minor Amendment to Concept Plan. 1. Minor additions and modifications to the approved concept plans for areas less than twenty (20) acres meeting the following criteria may be approved by the Administrator provided they do not: 1. Minor additions to structures as dctcrmincd by the Admirvatitar Page 912 of 1298 2. Minor ., structure if the Io ation docs not intcrfcrc with the c Iflin c tc Iw;etFt (C.g., ci rcuIz tllln, psnkin$, Iaad,rrt .-tormwatcr m nt facilitic. . I3ndscapin.. buffering); 3. Minor additions to parking lots; 4. CI aringa. Change the total square footage of each building by more than the lesser of ten (10) percent or two thousand five hundred (2,500) square feet; b. Substantially alter the arrangement of buildings from the original Concept Plan; c. Increase the number of buildings (which are greater than one hundred twenty (120) square feet); d. Change the use of a building; e. Change a required setback; f. Increase the height of a building by more than ten (10) percent; g. Substantially alter the configuration of streets, parking areas, drive aisles or lots from the original Concept Plan; h. Reduce common open space areas; i. Propose the clearing or grading of areas not depicted on the concept Concept Pplan as a conservation area, greenway, or park; and E. Final i. Change the final determination of the specific meritorious modifications such as setbacks, lot size, dimensional standards, etc., granted generally as part of the concept Concept Plan-; or-_ k. Conflict with other regulations established for the PDD Planned Development Districts. 2. Minor additions and modifications to the approved Concept Plan for a PDD Planned Development District twenty (20) acres or more meeting the following criteria may be approved by the Administrator provided they do not: a. Change the arrangement or size of base zoning districts; or b. Change the final determination of the specific meritorious modifications such as setbacks, lot size, dimensional standards, etc., granted generally as part of the Concept Plan. (Ord. No. 2023-4453, Pt. 1(Exh. A), 8-10-2023) Page 913 of 1298 March 26, 2026 Item No. 9.6. Public Utility Easement Abandonment - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.021 acre portion of a public utility easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr, according to the instruments recorded in Volume 12294, Page 73 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The utility easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated to house a water and sewer line. The water line is being relocated to the north and new easements have been dedicated. The utility easement is located approximately six hundred and ninety (690) feet southwest of the intersection of University Dr and College Ave. Budget & Financial Summary: N/A Attachments: 1. Vicinity Map 2. Location Map 3. Abandonment Application 4. Ordinance Page 914 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 15 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and re'res• its' . • oxlma tive loeatlor of proper Nage 916 of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 917 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 918 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 919 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 920 of 1298 /1 /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' :x�1 ss X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION I. \ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W C2,823.70'1 11 \1\ \ 1 POB 1 \ 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 \ 80 \ \Oa �co \\ `9�0 0 {1 co, \/pp ,:5/ 77 ly9T m 11\ FTF \4.) 62,'‹ F9l Os e / / 4 „r) / / N REMAINDER ■`� OF LOT 1R \` THE RAMPARTS 4512/277 OPRBCT / / / / / 1IPE$e SCALE: 1" = 30' GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' 5 86°52'07" W 40.91' LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING ►-4 WATERVALVE WI WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE ® SOUT A STREET T SIGN O UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE CI AICUNIT m GAS METER DE ELECTRIC SERVICE Cl l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI W-12" SS 8, 55 8„ SS 8' UT_-- — UT __ \ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS\ • 5045' FOUND (CM) N / \/ SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 SQ. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS FE CE 8" -12" — "When one person stands to gain over another, the facts must be uncovered" REVISED 1-7-2026 TO ADD LABELS SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 921 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the following two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage 25-0915 MB AbanUE3.docx *4 kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55-10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT m GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN LLIK FE (E L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' L4 N 47°46'00" W 39.86' L5 5 42°00'47" W 9.40' EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) IN W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W M 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S "• 4512/277 OPRBCT "0' N/F CULPEPPER FAMILY L.P. TAX ID #38611 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1u'^ L4 "-w /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • • /■ ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry - -/ a L O // / / / /,' v / / / / L / / I/ / // // / // // / yh / a / / / / / /, / / r / ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915) CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 924 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx ,Y sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,4615Q. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE a w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE:1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 927 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT • STREET SIGN jj UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL ® BOLLARD ORBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) i CHAIN LaJK FENCE VY-=--- - W8 W8r -- r SS 10" — — — sSID' s II / 41 LD — REMAINDER OF LOT 1F1 THE RAMPARTS I 4512/277 OPRBCT 1 1 = N 47°48'16" W I 1 N 41°58'54" E 16.08' �P 6nF ,Z's r e; .!• ASPHALT PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) UTILITY EASEMENT (3883/3.01 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' S 48°00'42" E 1?.61' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' f r kt de ✓`SC r'or 5 83°04'36" W 189.13' ASPHALT CONCRETE / POB 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS 5045' FOUND (CM) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) CITY OF COLLEGE STATION MONUMENT (/ ^ C594-110 BEARS 5 63°21'17" W 2,840.90' "P'1 11Page N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT (1396/139 ORBCT) GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 gob) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM 4. Page 930 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx I1`' /i: II 4.Sitr ( ` I LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 ;' BEARS 5 61 °28'04" W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:.\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) //. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY SS 9 '/ EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. ,gyp REMAINDER aOF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCT <,/ tit o'c), cj ViV` •N‘y /// / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT � 6 ssQ,<T p,O9 !cs, F1l •4 / //s• `% ` gp 69/ 9p7� op y���T*9T k F J �9 v _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT �. ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN %-iK FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS 1I2 TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS T/. ING "When one person stands to gain aver another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS41KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 933 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPa ge 25-0915 MB AbanPUE4.docx SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE E] A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W E., -10"I �r551i1"----5510'-- I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. w in co 70•• < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6 303/823-831DRBCT,10684/83 6 Lri L0 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 936 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanWLE1.docx I '.j.'II'I .I yK1 //, 'Q sFOg4- -Po \ \\\ O,Fo0 \O�S,q,9se�y\ \\ REMAINDER ., o0 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / I, 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9'LGS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 939 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 942 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ / \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / / / / / / / / / / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / T I ./ / /I / / / / / / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m 0 u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) .w - MAGNAIL FOUND . • = o m CC > LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�';, AMANDA HARRISON -,: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION SCALE: 1" = 30' 0 30 60 90 Feet 1 PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS ru LLJ CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk In the PLAT Records Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ENGINEER Kimley*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 Lu cc >- cc LLJ CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 Page 943 of 1298 4 • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L- VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ \ LO1 1 // BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) \ N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • N N N /c N N N N N N N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) •\ • • N N N N▪ .• VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r I L_ N �f2 \� I J a. 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED JOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li uo L� TANGENT=45.61' CHORD=N ou iu W 88.67' r; 01 Co �n CHURCH AVENUE • / / / / / / / / / / / / / / / / / // // // / / / / / BLOCK 1, LOT 21 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) C1 / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 1 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' r- MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) J LINE L1 L2 L3 L4 L5 L6 L7 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" I: N 09°51'14" W S 81°54'55" W S 45°58'05" E S 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) N 48°30'11" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) i 'X' ON CURB FOUND (CM) LEGACY PAINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6 12294/51 OPRBCT) LOT 1 BLOCK] 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOUVS: • FILE NO. 143864 ITEM 5[ (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259C5 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACT 8 AS SHOWN HEREON. • GF NO. 2504259C5, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM l0d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRIBCT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LSI • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. • ITEM 10n: (726/494; 1389/217 ORBCT) EASEMENTS GRANTED IN VOL. 726, PG. 494 (ORBCT) AND PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORBCT) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL. EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM is (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimley» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 1- co cc 0 m m 0 0 0 Q UD wCC CC I- oLL � 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cont); 25-0727 (job) DRAWN BY: TIE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 MEI MEI I NMI SHEET 2 OF 3 re Page 944 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 945 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 woo VAIA3LE WIDTH HUE (19593/128 OP3CT) ONO MEM N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 646 SQ. FT. UC WATER LI\E EASEVIE\T — (EXHI3IT 'F', 4090/242 OP3CT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHI3IT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 D3CT) r/ / / / / r / / r / / r Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� 4 — /r V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA SEWED EASEIVE\T (1389/222 (D3CT) 0.369 ACE WATEP LINE EASEV (EXHI3IT 'C', 4090/242 OP P ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VAIA3LE WIDTH PU UTILITY EASEVE\T (12294/73 OP3CT) 3LIC THEE PLA\TES 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\GESS 8c EGRESS EASEIV ENT (1389/231 03CT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT ge 946 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 947 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 948 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 949 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 950 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 951 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 952 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: /�/ f/64% Fa- l D ; 1 L, P- ADDRESS: 1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: 7/2020 Print Form I Page 8 of 8 Page 953 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form I Page 8 of 8 Page 954 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 955 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.021 ACRE PORTION OF THE PUBLIC UTILITY EASEMENT, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVISION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of 0.021 acre portion of the Public Utility Easement, said portion lying over, across, and upon Culpepper at TAMU Subdivision Phase 2, according to the instruments recorded in Volume 12294, Page 73, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 956 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 957 of 1298 ORDINANCE NO. Page 3 of 5 r} r-, LQTI.UL.[K1 CULPEPPERATTAMU SLJBDI1'I5I1UN PFEASE i it51959943 CrIIBL q 0. 1, 30WIDEPURA ACLE5 LASE11tN1 C17294i»1 Malt) 6 15 VARIABLE MDNNRICH U11Lf r EASEMENT MALT ME, E!lI1 ?J. 12294113 DPM IdEM419UtR LG1 1R THE RAMPARTS 4SI22770PRRCT 41?3 54 IT. WhTER I IHF EASENEHT WO-IIRR T7, 4D1D1242 CIPRL1ET1 E hibitA I VikRIADLEMOMFv 119593'1290PAfCFl S4r4E115" E 2.6T SCALE: I' =30' PORTION Of EXISTING PUBLIC UTIELTY EASEMENT PROPO5EOTO BE A ANDONEU 0.021 ACIlE (906 SQ. FT.) 7- Mar& A4fANm[rF AEk45fRT-7ti1926 TOMO LAKES 1NPige i11111OrePE150 51711I. 14gain mrarg1E12r,l11I fads rhurbe income GEHERALMOTES 1 EIEIEIMG SStTFM W5sim 6 HALM ,71J5. MILE Dunk GL.FAAt JAEE GHIF 11p11IHI 145ED EH 1HE 'PUBLISHED [EIEE1)I411ES Et [11L146E 4T4EI401. [U1REL REINUIN5IT BHA 11[- IN I11II21H23, E 3'A111362 WI ME AS FPIAELISHEE H2 GFS H25EAUA1IOH. L DOTARD '5H WLI IEPEAH 411k 54H11Gk 11I5I414{L5 LIILES6 OEHkH IFfE HUr_v. rO QM" DIId 015405 WT BRIM) OrFldi IT A G01A1140 5GAL! E11R111 s 1 dh1[riPilE53Y1 IiII.l 1ED 1)511144EtIrniEn i I[7r1 N1ILATFS 0111F10W1E YIIYIIEIIT MAD LIM Eli 111 FSTAEU511-0EdEAR E OLIE1MAEf. t 1HGSMINT L'2ES MIShL11Ea IN [[YM1L1101511111 FIELD Ir1$ peSEFFT 514 QETES DID EOIIRE I TIE E701EIT 1 F1EI1E 1a113 AA IETEEGE3FTO l'E d4L F6FrMMEM T44EIHER MIF DJLPEPPER FiIAIILY LP. REMAKER DFGALLED 4.914 ACRE Two ;OI3134 Cogi T MEW hYk1. [NU MKCH6.316Nbf [ Wlrr, nwrc MEI • KW FF9E011114G 11 ■L1L1551I411 •• YI.TEI METER 4- FIFE HI`iPiI1 iI1.lrlre iEAMILIMM,E E.E11ra11T vimsR I - F} ulk11114 ( Ui11TpIJ$1ilyYFS s, EUe ICE `dam`— jlf ME 03 mum SE.ItiE - 1B.EP11614 duClu i MAID 0/2 aii EAOArAVJCll77N 9MAMEAV. FELW 5TAA4"67fPNAM MS 5 RIADAO E1 la.M BLE 1MDTH ROUE \ PADIU5.61.91Y IITIUTrEr,SEAEEIITMKT OHE, AREDisT.84.-r EUIBIT 41229'4f?lWW1 OE1T11=131570' TANEEMI=40.58' EHORE= 113 17'W E 15W1 E2 RAMNJS■363.5 AM D 5T=106_53' DELTA=15'4731' TANGENT=53.E5' EIIORp= N 19°3910" IN 10fxi5' EURYEYEXHIBIT 0FA1 PORTION OFAli EXISTFIG PUBLIC UTILITY EASEMENT Ph0P SLO 10 OE maxim n.021 ACRE I9116 SEI FT.I 'TRACTUIEI, EXHIBIT A' WDLUME122'94,PM1€E73, OPRBCT DIVER ACI1055, AND UPON THE REAL OF LOT 1R,1HFIIA,MPARTS 11CLUME 4512, PAGE W7T, 0PIIL9EI JO5EP1I E. SEETTE I EAlG11E SUreirr, A115T RACT Ma. 5 J ECKLE€E STATION, IMAMS COMO,1EXAS SIFxE1dAG1:4G .tiPSNa ldilE;14-:1.21P5 NS 0111E1ER t511k66 Iu1:1NAI 11,a11i-S1.1 OUEI PgI.1TILEtMIJD- k :25aia}U.11 M0.5v5 .1.. ri I4WD Fri Ilat PREMED re. 1ERki1W rI4 U.[ 1E+'S._' FI'MrI1D13960 I7IIE4111:0E514EI+E. EHr1K 1EVAS 3714E E1IGHE.;3;3I 266.31,15 LI FN1r5 F8RLl Fxfn11irrE7 I IOEg71A1dSurn9111€-00r Ordinance Form 8-14-17 Page 958 of 1298 ORDINANCE NO. Page 4 of 5 !Exhibit A I KERR FIELD NOTES DESCRIPTION `SUR EYLNG OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 AC RE 00 G SQ. FT. I JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT Na. 5O COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY. ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBER A5 TRACT ONE, EXHIBIT A FILED IN VOLUME 1229#, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS EOUMY, TEAS (UPRBCT) OVER, ACROSS AND UPON T.HE REMJ3INUER OF LOT 1R,THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (UPRBCT); 5AIU 0_0121 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point an the northeast I ine of said Lot 111, Ramparts being the southeasternmost corner of Lot 1, Block 1. Culpepper ai TAMU Subdivision Please 1 filed in Volume 19599, Page 63 MPH ET) and a west corner nf the remainder of a called 4.924 acre trail described in a deed to Culpepper Family L.P. in Volume 4U73, Page 34 (MKT) Tj from which the College Station monument ES94-110 hears 5 51'2EC O4" N a distance of 2,1323.71 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with sa id northeast line nf said Lut 1R, Ram parts, 5 4'' 4816' E a distance of a51 feet; THENCE, aver, across, and upon said Lot 1R, Ramparts and wrth the exterior lines of said existing public utility easement (12294173 OPRDCTI forge following two (2) t au ryes and distances: 11 With a non•tangent curve to the left having a radius of 361,95 feet, an arc length of 84.77 feet. a delta angle of 13° 25' 111', and a chord which bears S 10" 1T 56' E a distance of 04.58 feet. 4 N454 33' 27' Ea distance of 41,69 feet to a point on said southwest tine of remainder of called 4,924 acre tract and said northeast line of the remainder of LooI111, Ramparts; *EKE. with said southwest line of remainder of called 4,924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, S• 47' 48' 1ti' Ea distance of 15.46 feet to a 112 Wage 25-1:9151BAbirNIF 4oa r* Ordinance Form 8-14-17 Page 959 of 1298 ORDINANCE NO. Page 5 of 5 [Exhibit A I inch iron rod Found with orange plastic cap stamped "HP MAYO RPL5 5045' found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4,924acre had; TIEMEL with a northwest line of said remainder of called 4.924 acre Iraq and the southeast line of said remainder of Lot 10. Ramparts, with the exterior of said existing easement, 541° 5iB' S4' W a distance of 50.I:0 feet to a paint from which an'X' found in concrete marking an angle point in said remainder of Lot 114 bears 5 41° SB' S4" VV a distance of 22.21 feet; THINCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing publk utility easement (12294173 OPRBCT) with a non -tangent ourwe to the right having a radius of 36330 feet, an we lengFh of 106.53 feet, a delta angle of 16' 47 31k, and a dmrd which hears 1119° 39' 1F}" W a distance of 10E15 feet to the POIMT OF HEMMING hereof and containing 0,021 acre [90fi 9q, ft.}, mare Or IE55_ Surveyed un the ground in 2025 under nay Supervision. The bearing basis for This surveat is based on the Texas State Plane Coordinate System of 1983 (NAB83). Central Zone, Grid North as established from PS observation using the Leica Snrartnet 11AOB3(11A20111) Epoch 2010 Multi -gear COBS Solution 2 (MYC52)_ Distances described herein are surface distances- To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532185377 (calculated using GEOI0112B1. Reference drawing:25.0915-5 AbanPUE4.dwg, Michael Ho netski Registered Professional Land Surveyor ND. 6531 AEA45 1.72J WADD f ; 25-0915 ME AhanPLIE4.inoc KERR SURVEYING Kerr Surwegingr LLC 11718 Briarcrest eriwe, Bryan TX 771302 Office: (979) 26B-31951 Web: www_kerrlagd3urveyling,cam SurwegsMcel I TBISELSFwrm No.10B11350U 3[Page Ordinance Form 8-14-17 Page 960 of 1298 March 26, 2026 Item No. 9.7. Sanitary Sewer Easement Abandonment - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.034 acre 10-foot-wide sanitary sewer easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr, according to the instruments recorded in Volume 1389, Page 222 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The sanitary sewer easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated for overhead communication and electric lines. New easements have been dedicated to reroute communication and electric lines. The sanitary sewer easement is located approximately four hundred and seventy (470) feet southwest of the intersection of University Dr and College Ave. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance Page 961 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and repres .rtsbnly the approxima tive locatlpr of propery bo • Nage 962 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 6 of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 964 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 965 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 966 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 967 of 1298 /1 GENERAL NOTES /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' _ -�1 X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION 1.1\ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W 2,823.70'1 ? \ 1 POB \ • \1 1 F ss \ \1 �, o \ TF \0,pp F9�� °9 sue. \ y 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 REMAINDER ■\`�\ OF LOT 1R _ THE RAMPARTS S 86°52'07" W 40.91' 4512/277 OPRBCT / / / / / / / // / / 0 \ \\ \ "c90 \Oa fco .4'9,, N Nt<s) sTl0,,. \ X 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE SCALE 1" = 30' BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING 6E01012B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' b\. if `6,,,2Jk LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING N WATERVALVE WI WATER METER 4 FIRE HYDRANT ss SANITARY SEWER MANHOLE ■ Q CLEAN OUT ,/A STREET SIGN p UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE CI AICUNIT m GAS METER 0 ELECTRIC SERVICE E_ l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI W-12" \ SS 8" SS-B" SS-B \ FE CE 8„ -12" — / 1/21NCH IRON ROD WITH / ORANGE PLASTIC CAP �c,1/ / \ STAMPED 'HP MAYO RPLS // • 5045' FOUND (CM) N / / REVISED i 7 2026 TO / ADD LABELS N/ SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 SQ. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1IPE$e "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 968 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the following two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage 25-0915 MB AbanUE3.docx *4 kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55-10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT m GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN LLIK FE (E L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' L4 N 47°46'00" W 39.86' L5 5 42°00'47" W 9.40' EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) IN W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W M 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S "• 4512/277 OPRBCT "0' N/F CULPEPPER FAMILY L.P. TAX ID #38611 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1u'^ L4 "-w /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • • /■ ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry - -/ a L O // / / / /,' v / / / / L / / I/ / // // / // // / yh / a / / / / / /, / / r / ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915) CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 971 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L�5 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE a w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE: 1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 974 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx r i , � „i Iai,;';Y 4. N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT • STREET SIGN O UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL ® BOLLARD ORBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) i CHAIN LaJK FENCE VY—=--- — W8 W8r -- r SS 10" — — — sSID' s II / 41 LD — REMAINDER OF LOT 1F1 THE RAMPARTS I 4512/277 OPRBCT 1 1 = N 47°48'16" W I 1 N 41°58'54" E 16.08' ASPHALT PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) UTILITY EASEMENT (3883/3.01 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' S 48°00'42" E 1?.61' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' f r 5 83°04'36" W 189.13' ASPHALT CONCRETE / POB 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS 5045' FOUND (CM) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) CITY OF COLLEGE STATION MONUMENT (/ ^ C594-110 BEARS 5 63°21'17" W 2,840.90' "P'1 11Page N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT (1396/139 ORBCT) GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 gob) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 977 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx ( ` I LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 ;' BEARS' 561°28'04"W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:.\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) //. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY SS 9 '/ EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. ,gyp REMAINDER aOF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCT <,/ tit o'c), cj ViV` •N‘y /// / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT � 6 ssQ,<T p,O9 !cs, F1l •4 / //s• `% ` gp 69/ 9p7� op y���T*9T k F J �9 v _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT �. ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN %-iK FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS 1I2 TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS T/. ING "When one person stands to gain aver another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS41KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 980 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB AbanPUE4.docx SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE E] A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W E., -10"I �r551i1"----5510'-- I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. w in co 70•• < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6 303/823-831DRBCT,10684/83 6 Lri L0 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 983 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S 25-0915 MB AbanWLE1.docx KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 31Page I 'iyr48- //, 'Q sFOg4- -Po \ \\\ O,Fo0 \O�S,q,9se�y\ \\ REMAINDER ., o0 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / I, 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9'LGS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 986 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r . .1V,7 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 989 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ / \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / / / / / / / / / / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / T I ./ / /I / / / / / / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m 0 u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) .w - MAGNAIL FOUND . • = o m CC > LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�';, AMANDA HARRISON -,: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION SCALE: 1" = 30' 0 30 60 90 Feet 1 PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS ru LLJ CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk In the PLAT Records Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ENGINEER Kimley*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 Lu cc >- cc LLJ CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 Page 990 of 1298 4 • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L- VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ \ LO1 1 // BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) \ N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • N N N /c N N N N N N N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) •\ • • N N N N▪ .• VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r I L_ N �f2 \� I J a. 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED JOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li uo L� TANGENT=45.61' CHORD=N ou iu W 88.67' r; 01 Co �n CHURCH AVENUE • / / / / / / / / / / / / / / / / / // // // / / / / / BLOCK 1, LOT 21 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) C1 / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 1 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' r- MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) J LINE L1 L2 L3 L4 L5 L6 L7 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" I: N 09°51'14" W S 81°54'55" W S 45°58'05" E S 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) N 48°30'11" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) i 'X' ON CURB FOUND (CM) LEGACY PAINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6 12294/51 OPRBCT) LOT 1 BLOCK] 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOUVS: • FILE NO. 143864 ITEM 5[ (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259C5 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACT 8 AS SHOWN HEREON. • GF NO. 2504259C5, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM l0d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRIBCT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LSI • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. • ITEM 10n: (726/494; 1389/217 ORBCT) EASEMENTS GRANTED IN VOL. 726, PG. 494 (ORBCT) AND PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORBCT) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL. EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM is (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimley» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 1- co cc 0 m m 0 0 0 Q UD wCC CC I- oLL � 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cont); 25-0727 (job) DRAWN BY: TIE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 MEI MEI I NMI SHEET 2 OF 3 re Page 991 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 992 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 woo VAIA3LE WIDTH HUE (19593/128 OP3CT) ONO MEM N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 646 SQ. FT. UC WATER LI\E EASEVIE\T — (EXHI3IT 'F', 4090/242 OP3CT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHI3IT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 D3CT) r/ / / / / r / / r / / r Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� 4 — /r V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA SEWED EASEIVE\T (1389/222 (D3CT) 0.369 ACE WATEP LINE EASEV (EXHI3IT 'C', 4090/242 OP P ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VAIA3LE WIDTH PU UTILITY EASEVE\T (12294/73 OP3CT) 3LIC THEE PLA\TES 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\GESS 8c EGRESS EASEIV ENT (1389/231 03CT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT ge 993 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 994 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 995 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 996 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 997 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 998 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 999 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: /�/ f/64% Fa- l D ; 1 L, P- ADDRESS: 1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: 7/2020 Print Form I Page 8 of 8 Page 1000 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form I Page 8 of 8 Page 1001 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 1002 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.034 ACRE PORTION OF THE 10-FOOT-WIDE SANITARY SEWER EASEMENT, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVISION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a 0.034 acre portion of the 10-foot-wide Sanitary Sewer Easement, said portion lying over, across, and upon Culpeper at TAMU Subdivision Phase 2, according to the instruments recorded in Volume 1389, Page 222, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1003 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1004 of 1298 ORDINANCE NO. Page 3 of 5 WF [IA.PEPPEH MILT LI'. DE11dINCEA OF (IuLE0 4.924 AJ31F TRAIT 107W-A Ifflarr JSSPIIALT J1-JJ 355.ERF WAER LIEF EASEkENF MIN L 41:19312<2 OP(dZrF 'Exhibit A Y N'F NEUCIULOS uSA,L.Li LEIIFBOPARS AC TRM1 13034LB30114ECf LIMN CASEIEI Tali0113[L1OPIUM F NFFORiOVP,'iFA MI PAHA IQ moo RON "WAIN MJ CaPOCRE rF BFAR5X37,1459-waa1 {s 48922r E MEV 96.24' w1 MATER ALIT DATER NEW uac1.Qmmum' mum FYEI3IUUMF {pAnY,lTyLi 5.41WFi5EKEIWHI E OJi uvT 9IX1+VIXUL IIL[111bRIII51[li ,s. 51om51GY EIM1Y,1i511 # Rill POLE O 1.0110 - CONLLa 1u111iil11h1Ii tlF tt IIAHEPCLEJ?141J1AJ1 IMAM ELLIIY, 11M FLIP 511PE F I iL$11FrEFI 1 ELEEIFJ{Yr11E 113.14111EP EE51El MA11PF {1M1 II�AfIIE E -i"D E31M RITEREPHR ✓ JI555 ,.41.411! Ni PAIL I1111 PERK Win 1E1711n I4.1. HU 111 141716113 I I . PAm11 P11:111LT01 Pal . NIIFOFBEBIONfi POO ;EXISTING ID' WIIIE jp P1py SANITIUIY SEWER NovauMBr[Ap EASEMENT PRwPo511DTO BE ABANDONED 4034 pLIERE 11.461 % F7.I L'I E91222ORBil► {LUIDJf1E 5[ALE:1" .311( 21XEH rpm RLTb'MT419LLIE PIISTx LAP ST.dl1lPE0'HtRR 9$611411.1 ' MVO WI &p.n.s E&• E 13823' 6.J04 91. FT. 016RESS 6 FOBS(161MENT PPA9r231 CROCI1 1 j2 INCH !REM Wm FO11 IU (Curium BELIE PLANE [ P51MWPEB'HEN SJHkYIII4• s da9crirf 1#?04 1\ H 461011" W M �ox�E MCC BAAPoER' IVREA IREYISEA1.7.2026TOADO LAME Wage IY 5 45W t»n1 DENEHw IRS 1. UREIC SYSTEM SHOFE1I r HII$i (TM 'ON NAM [dRhk ZONE CIO nOBrI) E40d Du ME atieLEiHEd EU414111Ei Sir W4LEIX SrL11LJh fMOREL Ida krol ENT E595•11d IHN TlZE3.13. 3S5EIYE7.531 ARO AS 15TPUSHED BY RFS ELISEHux111I1.1. 2. DIVA NEES MOM HEREON JYIE SURFALE 511LE5S d1FERvaSE r 1mn. r0 JETAJN {+TIP OMIKES 1FOS) Orrld IY A (RNEmEO 5E4,E FI,iTCF OF i 0EIHr3S R1E5T77 {ULEJ IED Fj fi fi[FiOI7gI 3. III INOI3 FS (ONTIOLLNG NGAJNE1IT FEJJNO JIIO 116121 TO ESIAELISH PHJPk Rif E.-IJ1.1E411ki. THIS F7llA1T R'AS PFf2A;FC IN EdiUHL117N WITH L MELO 1107 S 143:41FTON INETES AN' SOOH"SY 11-E E» -IRR J111 F1EL87R16 ARE FTkFOk131U 3k GHk IHSTFUlkH11CGkrHER sUR4EY EXRIBTT DFAN F7115TING 1D 1 JIBE 5ANITART5L'rr'PIl EASEMENT PROPOSED TOEF.46G11COMEDI ri,ou AIRE 11,4t1511. FTI VDLU MERAGE an, MKT OVER, ACROSS,.FW11 WIN THEFELL OIACALLED6.526ALAETAM LJOLU ME 4013, PAGE 34, ONSET AND THE NEIL OF LOT W.IHE FANPLRIS 145007, OPR9CTI HFMEPHE.SCO1TLEASUESURVEY, ABSITIACTN 51B EULL E G E SIATTDIF, BRANS. C 41A11Y, Ilan 'When 60 R.SAI stands Mogan cr.I U1phEY,1 SKIS TLEa be uFKO,HeT 5L"1Ir. I M11-31.FETP SIAM IAT2 FR 1Is7$1 E7HHR DIVE 111-2h8J25 D9 MJNUER 49511(AI51144& 3.1:13'5.5 4arJME1 POET FEE: - Th -5(c1111:25i7 l21Eo { 9RI101 SY TN iHEEIEPIY:NK !If Lh4IFO 15: REM Su JNEING LL{ FIPEL111 N1i151E585 1719!Pua(;ES' Doti: Bi1An, F71AES F31332 hn_Y: !MAIMS 51.FJ4E55{iIEHISL11101.04NLT INENE41P5U1M11IIG EI)•L Ordinance Form 8-14-17 Page 1005 of 1298 ORDINANCE NO. Page 4 of 5 40 IExh ibit A KERR HILO NUT1;5 DESCRIPTION `SURVEYING CIF AN Elf15TINIi 10' WIDE SANITARY SEINER EA5ENIENT PROPOSFUTO BE ABAN40WED 0.034 ACRE 11,4115Q- FT.1 10SEPN E_ SCOTT LEAGUE SURVEY, ABSTRACT Ho_ 50 COLLEGE STATION, BRAi05 COUNTI, TEXAS A FIELD NOTES DESCRIPTION LIT 0.034 ARE IN THE JOSEPH E. 5EOTT LEAGUE SURD', ABSTRACT No. SO, IN COLLEGE STATION, BRA20S COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY 5€4VER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECO RO5 OF BRA205 COUNTY, TEXAS (OR&CTI OVER, ACRD55 AND UPON THE REMAINDER OF A CALLED 4,924ACRE TRACT DFLANO DESCRIBED AS "TRrlCTr IN ADEED TO CULPEPPER FAMILY L.P. RECORDED FN VOIUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECODOS OF BRAZOS COUNTY, TEXAS (OPRH{T); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS A5 MUM: 9EGIfININ5al a I/2 inch iron rod #vend marking the north corner cif a called D,516ace trod descrr i d in a deed to ANsla e II Real Estates Parfners. Ltd. in Volume 2233, Page93 (DRECT) and an inferior career ofsaidremainder of 4.924 acre had from which the College Slaflon rrwjnrenr C594.110bearsS66° al' 31" W adislance al 3,006,96 Ieet; THENCE, met, across, and upm said remainder of called 4.924 arr*tracI and wilh said eiisling 10' wide sanitary sewer easement for the fallowing three 13I courses and distances 1) R 41" 21' SD' E a distance of 39.90 fee 2] N 4134 32.27' W a distance of 46.24 feet; 3] N 41° i"T 33' E a distance of 11100 feet, THENCE, continuing parlialIj aver, across, and upon said remainder of 4.924 acre Iraq, passing al a dislante of 1.19 feel the wesl[amerof acalled 0.885 acre tract described in adeed to McDonald'sUSA, CLEin Valume13830, Page 83 (OPR8CT) being an interior corner of said remainder of 4 924 acre tract Irvin which a V2 inch iron rad taund in concrete hears N 39° 44' 59' W a distance of 0,43 loci, arid continuing on with the southwest line of said McDenald's lracl and a northeast line of said remainder at 4.924 acre tract with the nariheasl line of said easement, 5 413132' 27 E a distance of 1106.24 feet to a print frtrn which a If2 inch Iran rod lound with blue Plastic rap slowed ` lERR SURVEYING' marking the south corner of said McDonald'stract hears S46" 32'27" E a distance of 138.a feet THENCE. rarer, across, and upon said remainder of called 4 924 acre tract and with said existing 10' wide sanitary sewer easement. cc* 29' SIT w a distance of 49.91 feet to a point on the northeast Tine at said Austaca tract from which a 1i2 ZIP age 25-091€11B Abrr55E.dortx Ordinance Form 8-14-17 Page 1006 of 1298 ORDINANCE NO. Page 5 of 5 IExhlbIt A I inch iran rodfoundvrith blue plastic op stamped'HERR SURVEYING" marking the east €amerat said Admen Irart hears 49°30' 1YE a distance of 137005 feet; THE with said northeast tits of Anima hart wroth with a southwest fine of said remainder of 4.424 acre Instil and the southwest line of said existing easernent, N 4B" 313.' r w a distance of 1O.DU feet to the POINT OF BEGINNING hereof and containing GAN acre [I,4M sq. if.}, mare or less_ Surreged on Iheground in202S under my superwision_The hearing basis tends surweyisbased an the Texas State Plane Cnordiitate System of 1%3 [HAD831, Central Zone, Grid North as established ham GP5 observatiron using the Leica Srn&t ret %IOC INA20111 Epode 2810 M ti-ear CURS Solution 2 [kfYiS21. Distances deserted herein are surface distances. To obtain grid drslance5 {got grid areas) divide by a €unbined scale factor of 1.00009S32165377 {calculated using GEDID1e61. Reference drawing: 25-0915-S Abas5SE.dwg. 117126 Registered Professional Larrd Surveyor No. 6531 J-7 MA5DIABEIS 25 09t5Attinbur5E,rha KERR SURVEYING Yierr Surveying, LLE 11716 Briarnrest Drive, Bryan TX 778B2 Office 0191268-3M I Web: Yftrokkerrlandwrueuinanorn 5uruep kerrsun•tenp ntI I T1PEL5 rrri1 M. I0019511U Wage Ordinance Form 8-14-17 Page 1007 of 1298 March 26, 2026 Item No. 9.8. Public Utility Easement Abandonment - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.077 acre portion of a variable width Public Utility Easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr, according to the instruments recorded in Volume 19593, Page 128 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: Recommendation(s): • Core Services and Infrastructure • Diverse Growing Economy Summary: The public utility easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated to house a water and sewer line. The water line and sewer line are being relocated to the north and new easements have been dedicated. The public utility easement is located approximately six hundred and sixty (660) feet southwest of the intersection of University Dr. and College Ave. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance Page 1008 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and re'res• its' . • oxlma tive loeatlor of proper Page 1009 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 1 1 of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 1011 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 1012 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 1013 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 1014 of 1298 /1 GENERAL NOTES /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' _ -�1 X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION 1.1\ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W 2,823.70'1 ? \ 1 POB \ • \1 1 F ss \ \1 �, o \ TF \0,pp F9�� °9 sue. \ y 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 REMAINDER ■\`�\ OF LOT 1R _ THE RAMPARTS S 86°52'07" W 40.91' 4512/277 OPRBCT / / / / / / / // / / 0 \ \\ \ "c90 \Oa fco .4'9,, N Nt<s) sTl0,,. \ X 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE SCALE 1" = 30' BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING 6E01012B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' b\. if `6,,,2Jk LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING N WATERVALVE WI WATER METER 4 FIRE HYDRANT ss SANITARY SEWER MANHOLE ■ Q CLEAN OUT ,/A STREET SIGN p UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE CI AICUNIT m GAS METER 0 ELECTRIC SERVICE E_ l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI W-12" \ SS 8" SS-B" SS-B \ FE CE 8„ -12" — / 1/21NCH IRON ROD WITH / ORANGE PLASTIC CAP �c,1/ / \ STAMPED 'HP MAYO RPLS // • 5045' FOUND (CM) N / / REVISED i 7 2026 TO / ADD LABELS N/ SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 SQ. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1IPE$e "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1015 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the following two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx .,ly 111111 111 de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage 25-0915 MB AbanUE3.docx *4 W ���14/. ,i kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55-10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT m GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN LLIK FE (E L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' L4 N 47°46'00" W 39.86' L5 5 42°00'47" W 9.40' EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) IN W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W M 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S "• 4512/277 OPRBCT "0' N/F CULPEPPER FAMILY L.P. TAX ID #38611 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1u'^ L4 "-w /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • • /■ ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry - -/ a L O // / / / /,' v / / / / L / / I/ / // // / // // / yh / a / / / / / /, / / r / ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915) CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1018 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx I'i ji V'Giti' I N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,4615Q. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL O BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE:1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 1021 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx i „ 1 W:v „i I d :50' 4. N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT • STREET SIGN O UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL ® BOLLARD ORBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) i CHAIN LaJK FENCE VY—=--- — W8 W8r -- r SS 10" — — — sSID' s II / 41 LD — REMAINDER OF LOT 1F1 THE RAMPARTS I 4512/277 OPRBCT 1 1 = N 47°48'16" W I 12.47' , 1 N 41°58'54" E 16.08' ASPHALT PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' f r UTILITY EASEMENT (3883/3.01 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' S 48°00'42" E 1?.61' 5 83°04'36" W 189.13' ASPHALT CONCRETE / POB 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS 5045' FOUND (CM) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) CITY OF COLLEGE STATION MONUMENT (/ ^ C594-110 BEARS 5 63°21'17" W 2,840.90' "P'1 11Page N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT (1396/139 ORBCT) GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 gob) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1024 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx i THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx ( LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) \ \ i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 1' BEARS' 561°28'04"W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) /<<. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. '/ REMAINDER \ C1 OF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCT <,/ tit •N‘y /// / / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT � 6 ssQ,<T F /S `� �p 69l 9p7� op y���T*9T k F N. J 9 !,v _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT — ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN La1K FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS TF ING "When one person stands to gain aver another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 1027 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPa ge 25-0915 MB AbanPUE4.docx SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE E] A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W E., -10"I �r551i1"----5510'-- I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. w in co 70•• < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6 303/823-831DRBCT,10684/83 6 Lri L0 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 1030 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanWLE1.docx I'- - v'flid •I 1Uti'7 //, 'Q sFOg4- -Po \ \\\ Oo0 \O�S,q,9se�y\ \\ REMAINDER ., o0 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / I, 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9GS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 1033 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 1036 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 1 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) .w - MAGNAIL FOUND . • = o m CC LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�'', AMANDA HARRISON -.: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 DRBCT) CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk On: 2/6/2026 9:27:24 AM In the PLAT Records Doc Number: 2026-1577808 Volume -Page: 20349 - 67 Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ERK, RAZ0SCCOUN ENGINEER Kimley>» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J SCALE: 1" = 30' 0 30 60 PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS J cc >- cc LLJ up CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 90 Feet Page 1037 of 1298 4 IR • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ L011 BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) • N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • .1 • • • N N / N N N N N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED CS REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) N N N 1N .4,, VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r N 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) / 7 I. I I I I I I I I I i , 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) r 1 • / / / / / / / / / / / / / / 1 / // // // / / / / / / BLOCK 1, LOT 21 1.665 ACRE / / / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH 0.455 ACRE PUE 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED IOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li u0 L� TANGENT=45.61' CHORD=N o• iu W 88.67' r; 01 Co �n CHURCH AVENUE / VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) Cl VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 'l0E ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) LINE L3 BEARING N 47°48'32" W 81°54'55" W 45°58'05" E 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) LEG*CY POINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6. 12294/51 OPRBCT) LOT 1 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOVVS: • FILE NO. 143864 ITEM 5c (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259CS 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES (ROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACTS AS SHOWN HEREON. • GF NO. 2504259CS, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM 10d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRI3CT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBIT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORM) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM i: (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 co cc LU UD CD CD CC CC CD up Or cr Lu LJU CC cc LL- 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-5 (coot); 25-0727 (job) DRAWN BY: 'FE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 WWI MEI I NMI SHEET 2 OF 3 Page 1038 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 1039 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 woo moo VARIABLE WIDTH HUE (19593/128 OPRBCT) ONO MEM N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6L6 SQ. LT. JC WATER LI\E EASEVE\T — (EXHIB T 'E', L090/2L2 (DDBCT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHIBIT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 DP3CT) // / / / / / / r / / r / / r / / / �,- - r Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� — // // // // // ii 4 // V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA RY SEWER EASEIVE\T (1389/222 O3CT) 0.369 ACE WATER LINE EASEV (EXHI3IT 'C', 4090/242 OP R ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VARIABLE WIDTH PU UTILITY EASEVE\T (12294/73 OPR3CT) 3LIC TREE PLA\TER 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\DESS 8c EGRESS EASEIV ENT (1389/231 OBCT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT Page 1040 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1041 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1042 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1043 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 1044 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 1045 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 1046 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: / / o-c CA-(1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 far+. 9 , L, P. 7/2020 Print Form I Page 8 of 8 Page 1047 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form I Page 8 of 8 Page 1048 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 1049 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.077 ACRE PORTION OF THE VARIABLE WIDTH PUBLIC UTILITY EASEMENT, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVSION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 19593, PAGE 128 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a 0.077 acre portion of the Variable Width Public Utility Easement, said portion lying over, across, and upon Block 1, Lot 2 of Culpepper at TAMU Subdivision Phase 2, according to the instruments recorded in Volume 19593, Page 128, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1050 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1051 of 1298 ORDINANCE NO. Page 3 of 5 A /I 11 LOT L RUOCKt CULPEPPER AT TOE SUB0I4ISION PI-IASE 1 119S01e3 DEMO) r-, 4�I ITADII15.374.50' ARE DI5T,36,73' DELTAIa755'31" TANGENT=1938' CHORD= N 05°29'35." 1Y` 38.17. 7C'ourw P2 aD, RETE (Oda **K. AV Avower zo 1 i 1 y 7Y fL11AY0IIVOR ETE 019 I E hk i A r2Q25 OTYEKi2 IERrSTATk?Yd 9F,aR556r•28.o •w 2&2370' 3 lExhibit A EX1571 NG PUBLIC UTILITY EASEMENT PROPOSED TCI BE ABANDONED 0.077 ACRE 13,332 SQ. FT.) OAR TYFH, EIMINT D. 19S9i112O WWI U SCALE; 1" = 30' GENERAL ?KITES I, MM1EI4G 54511E1A 5/1(W01 I5 NAD6d IIEXA0 0TNIF MTdF £Ir1RA4 ERI1E GAIb warm WED DR THE PuBLiSHED EIMINAIES OF foLLESE STATION EEIRTIOL PINWMEHT CS9411O 1N:1021209. . E354ERRE9EOAN0AsFS1ABL1SEidBYEP 0115ERYAi19h. 2. IdSEAHiLS SHUm HERON ME SUHFEdE DIStb#S UNLESS 4I1HFALVISE Rum. m BRIM ORM 1:45TANEEs IN1)1 AREAS) RJIfE ETA [CMUI4Lu SOLE FA[T0R OF 11045605S3r7 1011.{ULATEI LrrIHL GF 1f12RI. {€Y: I0OI[1TES (C14TRIXIMQ MINK romp mi. U Ed T4 I TMLISH PRDHERr KtriEuR10. F4111 ▪ IHI5 ENHIfIF HAS FIIEPARE0 IN Comma! 411114 A MLR ROTES pisnawIION (YETEs IIHD 9DUNE4 THE ERRANT AND REID Nf1L hAE INREXIEDTU 9E DNE Ws1e1MEHT IUGFTHER. NfF CULPEPPER FAMILY L.P. REMAINDER OFCALLE@ E19211 ACRE TRACT 1073/3UPRECT I1 IN I19'51'18' W 17.80' 12 SalSi'SS" W 11-00' 11IPage LEGEND: taw DEEDAEIULh401 iIa1 CAW,. EMU (RUT • nnII.L IEWFDgfF IR0205 (.WT!. E.ws MEAT L FN3.k=RE]1E[5 DE R42ESt JI1Y. r]IFS I21fi56 • ROWER CV EMIR Mir moire R IDRR x',.EC■IF1 Diadem I I . nu3E35NIAPkuliAd PR • KIREEIEREGRFIEU IA PATER YKLE 521 1NATER METER FIRE HT 1 SUIFFALV9EAIEmticeL[ ▪ uFUIDM a MEP SkH 0 LI1EIRwLE ki L1iXEPEREVA/41 IO E— CLrr RIIU IN IICUNA' ap,LK 41[IER m 11ELr sEiv Lk TELEREDIE PEDESTAL ▪ ELM SHUN LLFf,CE mor UT Ei2ff(fNfFIICIN PRO IITTA MOM /USfrC CAP 9tAAoE12.H.D MAYO fiNS/ JriTA$'niaYL?t(mi AFIDSEII P•T 64A5 Ta / v 1D0lA9RS SURVEY EXHIBIT OF AN CORING PUBLIC UTILITY EASEMENT ROAM FD TO BE ABANDONED NED 0-077 ACRE [3,332 5q. FT.} KRAUT TWH, WONT B,' MOLUME 19593, PASS 1L2B, CPRBET OVER, ACROSS, AND UPOMTHE RENATE A CALLEB 4.924 ACRE TRACT wOEUIME r1O73, PAGE 14, OPRBET JOSEPH E-SCUTTLEAd.DE SDAVEY, ABSTRACT ND 50 COLLEGE STATION, HRAZOS {4UNT1', T AS ultyr:FINS "Mien lne gersan })PEELS 10 gEm &ef 2roihtr, the heir must he UrSRrorod O I1E:I MH .301@T solv[rLEI IE 03.13-a 5IE-iHIPT441[ 113.21-248 IDA H-1AAER: 2s•D9151 [A11 PEARL 25.031515 AbRnFUE3 1:p.r1 RE 22.1n0.5'emll.25-037241i1 DOWN AT: FIF D-E.1E0 or UK PREPARE`EY. HERRi1111'Frllf. Ul "L�IL1 rIER,1FILIHB514) I11E1 BEI?r1[R?Sr ORYE. RI•AIL TE3A5 TAN Mlle IS ry124I-11ss Ordinance Form 8-14-17 Page 1052 of 1298 ORDINANCE NO. Page 4 of 5 40 (KERR lEhlblt A FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING VARIABLE MOTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077ACRE 13132 SO. FT-) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 [OILEGE STATION, BRAZOS COUNTY, TEXAS A FIELD ROTES OESLIRIPTION OF 0J077 ACRE IN THE MEN E. S[OTT LEAGUE SURVEY, ABSTRACT No. 501, IN COLLEGE STATION, BRA20SCOUNTY.,TEXAS, BEING All EXISTING VARIABLE WIDTH PUBLIC UTILITY Ed5IMENTDESCRIHEn AS `TRACT TWO, ExHIeIT IV FILED IN VOLUME 19593, PlU6E 128 (OP11U[TJ OVER, A[RO55 AND UPON THE 11EMAINf1ER OF 4 CALLED 4,424 ACRE TRACT OF LAND DESCRIBED AS'TRACT 2' INADEED TO CIILPEPPER FAMILY LP.RECORDEDIN VOLUME4073, PAGE 34 OF THE OFFICIAL PUBLIC RECURD6 OF URAZOS COUNTY, TEXAS IOPRBLT1; 5ii1D 0.077 ACRE5 BEIM1 MORE PARTICULARLY V€SCRIB€O BY METES MD BOUNDS AS FOLLOWS: OESIMMING at a paint an the southwest of said remainder al called 4.924 acre tract and on the northeast line at the remainder at Lot 1R, 1he Ramparts as depicted an the plat filed in Volume 4512, Page 277 (4PRBETj marking the soulheaslemm4511corner 41 Lot 1, Black 1, Culpepper at TAM,5ubdivisiln Phase 1l19599I63 4PIRDCTl; for reference from said Paine at Beginning the City of College Siatian monument CS44-110 hears S 61° 28' 04" W, a distance of 4923 ?The: THENCE, with said Lot 1, Block' and said remainder at ailed 4-924 acre tract far the fallowing three 13) courses and distances_ 1} NUT S1' W W, fora &lance of 17,80 Feel In an'X' found in concrete in January 2E25; 21 S8? 54' 55'W, Fora distance alTI,DO hullo an'X'found in concrete in January 2U25; 3) With a nen-tangent curve to the right having a radius of 37450 Feet, an are length of 3173 feet, a delta angle of 05' 55' 3T', and a chord wititlr bears 11 05° i'8' 39' tit a distance 4436-71 feet, THEME over, across, and upon said remainder of called 4.924 acre !tact for the Iollowrrpg two 12) courses and distances: 11j Sur OD' 42 E. fora distance of 149.A0 fret to a pain in the north line of a called 0.359 acre waterline easement descrrlred and depicted as'Exhihi1 t" in a deed to the City of [allege gallon, Texas retooled in Volume 408C, Page 242 (OPROLT); 2) 5 RP 52' OT W, with said north easement line tar a distance at 40.91 feet In a paint an said common line of rertkinder 4f 4-924 acre trod' and said remainder of Let 1R, the Rarnparls; frQn whir•h a 1f2 irrdfr iroik rod found with orange plastic capslamped°HP MIA YORPLS 5045'marking the east comer of mid remainder al Lai 1Rhears 5 47D 48' 1E? E a distance al 22-46 Iee1; Wage 25-0915 M B Ahan0E3-dorx i Ordinance Form 8-14-17 Page 1053 of 1298 ORDINANCE NO. Page 5 of 5 (Exhibit A TIME "nab sold cplriMdn line of said remainder di 4.924 acre Wad and remainder hf Ldl 112 N 47` 40 w w a atanr of 70.951M to the POI T QF 9EGINNIMG hereof and containing 0.477 acre {3332 sq. ft.), mare ar less. Surveyed en rho ground 2025 under mg superwiskin. The hearing basis far this 9urv$yis hand en the TexasSrate Plane Coordinate System of 1983 (N0837, Central Zane, Grid North as established ham GPS observation using the Lela Sniartnr,t NA083 lNA201111 Epoch 21p10 AiuIIL•gear COBS Solution 2 IMYCS2). Diislantes described herein are surface distances. To obtain grid dislanoes blot gni areas) divide by a combined'Scale factor of i.A0009532I553T7 (calculated using GE01012B)- 1f7/26 Michael Kanelski Reg islered Prolessienal Land Son/ajar Na. fi531 REWSEVT-7 e36If1AI7OM IS 25-0915 MB AhanUE3.doEx KERR SURVEYING Kerr Surveying, LLC MD Briaroresr Drive, Bryan TX 77802 Office: (979126B-3195I Weh_vww.terrlandsurueying.ram Survens@kerrsu rueying. net I TAPELS Firm No.1001R.500 3(Picc Ordinance Form 8-14-17 Page 1054 of 1298 March 26, 2026 Item No. 9.9. Public Utility Easement Abandonment - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.080 acre portion of a 20-foot-wide utility easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 291, Page 807 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The utility easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated to house a water and sewer line. The water line is being relocated to the north and new easements have been dedicated. The utility easement is located approximately five hundred and twenty (520) feet southwest of the intersection of University Dr. and College Ave. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance Page 1055 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and repres .rts.only the approxima of prope wird Page 1056 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 1 5 of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 1058 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 1059 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 1060 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 1061 of 1298 /1 GENERAL NOTES /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' _ -�1 X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION 1.1\ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W 2,823.70'1 ? \ 1 POB \ • \1 1 F ss \ \1 �, o \ TF \0,pp F9�� °9 sue. \ y 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 REMAINDER ■\`�\ OF LOT 1R _ THE RAMPARTS S 86°52'07" W 40.91' 4512/277 OPRBCT / / / / / / / // / / 0 \ \\ \ "c90 \Oa fco .4'9,, N Nt<s) sTl0,,. \ X 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE SCALE 1" = 30' BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING 6E01012B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' b\. if `6,,,2Jk LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING N WATERVALVE WI WATER METER 4 FIRE HYDRANT ss SANITARY SEWER MANHOLE ■ Q CLEAN OUT ,/A STREET SIGN p UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE CI AICUNIT m GAS METER 0 ELECTRIC SERVICE E_ l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI W-12" \ SS 8" SS-B" SS-B \ FE CE 8„ -12" — / 1/21NCH IRON ROD WITH / ORANGE PLASTIC CAP �c,1/ / \ STAMPED 'HP MAYO RPLS // • 5045' FOUND (CM) N / / REVISED i 7 2026 TO / ADD LABELS N/ SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 SQ. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1IPE$e "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1062 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the following two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx .,ILJ 11111 . 111 1 de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage 25-0915 MB AbanUE3.docx kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55-10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT m GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN LLIK FE (E L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' L4 N 47°46'00" W 39.86' L5 5 42°00'47" W 9.40' EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) IN W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W M 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S "• 4512/277 OPRBCT "0' N/F CULPEPPER FAMILY L.P. TAX ID #38611 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1u'^ L4 "-w /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • • /■ ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry - -/ a L O // / / / /,' v / / / / L / / I/ / // // / // // / yh / a / / / / / /, / / r / ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915) CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1065 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,4615Q. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE a w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL O BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE:1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 1068 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx f 4. N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT 4 STREET SIGN O UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL O BOLLARD DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS vv O (RAIN L11JK FENCE ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) -- W8 W8r 55=10"----551O-1 � 5 / / UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD ASPHALT / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' kt de /7/ 5 48°00'42" E 1?.61' N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY / I I SEWER EASEMENT (1389/222 ORBCT) I N/F / i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 5 83°04'36" W 189.13' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) / ASPHALT / 20' WIDE AERIAL UTILITY CONCRETE EASEMENT (1396/139 ORBCT) 1/2 INCH IRON ROD WITH — J REMAINDER OF LOT Ili 1 — _ ORANGE PLASTIC CAP THE RAMPARTS I 1 STAMPED 'HP MAYO RPLS 4512/277 OPRBCT 1 1 i i 5045' FOUND (CM) m N 47°48'16" W I I —I I FC\ 12.47' , I 1 \ VARIABLE WIDTH PUBLIC N 41°58'54" E 1 \ UTILITY EASEMENT (TRACT ONE, 16.08' _ I EXHIBIT A, 12294/73 OPRBCT) ru CITY OF COLLEGE STATION MONUMENT U ^ C594-110 BEARS 5 63°21'17" W 2, 840.90' -, 1 "P'1 11Page GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-S AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1071 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx i THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx ( LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) \ \ i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 1' BEARS' 561°28'04"W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) /<<. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. ,gyp REMAINDER \ aOF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCT <,/ tit o'c), cj \? •N‘y /// / / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6�6 � s8 Q,<T //9S `� ` � 691, 9SF Q/T '907 4 F \ o• % s _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P0B = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT — ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN %-iK FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS 1I2 TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS TF ING "When one person stands to gain over another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025) EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS41KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 1074 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPa ge 25-0915 MB AbanPUE4.docx SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W -10" I �r55111"----5511T-1— I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. 70" < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6i 303/823-831DRBCT,10684/83 6 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT -I fir — REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 1077 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx epOr 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 3MPage 25-0915 MB AbanWLE1.docx I•IyWti'7 //, 'Q sFOg4- -Po \ \\\ Oo0 \O�S,q,9se�y\ \\ REMAINDER ., o0 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / I, 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9GS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 1080 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r .x_ Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 1083 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 1 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) .w - MAGNAIL FOUND . • = o m CC LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�'', AMANDA HARRISON -.: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 DRBCT) CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk On: 2/6/2026 9:27:24 AM In the PLAT Records Doc Number: 2026-1577808 Volume -Page: 20349 - 67 Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ERK, RAZ0SCCOUN ENGINEER Kimley>» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J SCALE: 1" = 30' 0 30 60 PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS J cc >- cc LLJ up CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 90 Feet Page 1084 of 1298 4 IR • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ L011 BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) • N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • .1 • • • N N / N N N N N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED CS REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) N N N 1N .4,, VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r N 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) / 7 I. I I I I I I I I I i , 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) r 1 • / / / / / / / / / / / / / / 1 / // // // / / / / / / BLOCK 1, LOT 21 1.665 ACRE / / / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH 0.455 ACRE PUE 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED IOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li u0 L� TANGENT=45.61' CHORD=N o• iu W 88.67' r; 01 Co �n CHURCH AVENUE / VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) Cl VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 'l0E ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) LINE L3 BEARING N 47°48'32" W 81°54'55" W 45°58'05" E 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) LEG*CY POINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6. 12294/51 OPRBCT) LOT 1 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOVVS: • FILE NO. 143864 ITEM 5c (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259CS 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES (ROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACTS AS SHOWN HEREON. • GF NO. 2504259CS, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM 10d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRI3CT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBIT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORM) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM i: (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 co cc LU UD CD CD CC CC CD up Or cr Lu LJU CC cc LL- 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-5 (coot); 25-0727 (job) DRAWN BY: 'FE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 WWI MEI I NMI SHEET 2 OF 3 Page 1085 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 1086 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 ONO MEM woo N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6L6 SQ. LT. JC WATER LI\E EASEVE\T — (EXHIB T 'E', L090/2L2 (DDBCT) VARIABLE WIDTH HUE (19593/128 OPRBCT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHIBIT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 DP3CT) // / / / / r / / r / / r / / / / / r / / Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� — ii 4 /r V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA RY SEWER EASEIVE\T (1389/222 O3CT) 0.369 ACE WATER LINE EASEV (EXHI3IT 'C', 4090/242 OP R ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VARIABLE WIDTH PU UTILITY EASEVE\T (12294/73 OPR3CT) 3LIC TREE PLA\TER 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\DESS 8c EGRESS EASEIV ENT (1389/231 OBCT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT e 1087 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1088 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1089 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1090 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 1091 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 1092 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 1093 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: /�/ f/64% Fa- l D ; 1 L, P- ADDRESS: 1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: 7/2020 Print Form I Page 8 of 8 Page 1094 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form Page 8 of 8 Page 1095 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 1096 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.080 ACRE PORTION OF THE 20-FOOT-WIDE UTILITY EASEMENT, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVISION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 291, PAGE 807 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a 0.080 acre portion of the 20-foot-wide Utility Easement, said portion lying over, across, and upon Culpepper at TAMU Subdivision Phase 2, according to the instruments recorded in Volume 291, Page 807, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1097 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1098 of 1298 ORDINANCE NO. Page 3 of 5 o lln . rem InurRor*IQQE rDUIrc. rETLE W ILT • nrnIUL.EE r W IM)D ru r. rrus UrIILI . LP,I ILILRMII MUDS :I Y I1711{1LNA,Tr1is I rJrIS1 IIIWLJMPAUFILM W AX DMIF. f ECIFES -EAMw IVINE115 PIA •M1118f La]wlws SAE STp.Fr VIER LIME EASEMENT &T'F. ODRW242 WAR w E• -Fr ;RT. — Lc N. IMITEENEIEH Exhibit Arr. ETYEASEIIEN?]B rB313010FRRC^, HInTEIBEIALIIE 4- FEY xILPiMI FTTLFFQLI7 FQP alor J fAx WIMPY SPAERIMNICIE% RRDiNil2AlTH iiP0.rAD0 IV SUJNPJr A l_T sEJ L1FEN FROA1t1r'dLWCRfFf6L1N 1439"dd'S9'WAda' EUMINE MUIR ▪ ya}uEq BEi1fk MACE 79EPHOE FUME • UEI.INIE aI�1 u��ENEY ;J 5491IO@.42`E 12.51' pORTIaN OFA 20' WIOE UTILITY E PFLOPOSE EOSEO PO 6E ABANDONED o{ i 11-0130 KBE T I 0� 20WIOEOTIUIY EASEMENT .- 1291'07 MKT N 83'0L16' E 167.55' / / / JgIg MOO R,1ONRa YIFR: I F T _ OR411YaEPL Srrt CAR STAIIPFO •.1* A PO AWIE5 I — 5045 fOLOMI fcui YARw3LE141pTHPUBLIC 1JTu1+' EASEMENT LTMCr ONE. E3 EIA,5 nu73{1PRECTj TY OFdOILf&F9AF]ONiTT]WIMlEOr 0.411-PJ218TEA0563,077" W 2,9409!T 11P 5 9r0#"3fi"istir Yf ruF MAN AOS 11514, LLC Nan OIft MIRE ERACI 1383[AB3 Eai1BCr I 5 4W3227" E II— WOW I,a --a_ 1Q S1EESIMFL IT SENOR EASEMEirr 13E6Yi2201101 IWN NLPEFIER FAMILY LP F REMARC1ERllF CALLED ▪ 4924 ACRE TRACT / 4073134OMIT r � Q359ACPE14ATERLINE F,AMilIT xNOT V. WAIN ONBCq ASFIAT 2.0'TAOE AERIAL UTILITY EASEMENT 4133EJ139 ODEETI' 1REWSEIT 7FOAM iAAPS LENERAL MOTES 1. ERMINE. 555TFl GROWN 1S ram ITEM STATE *UM (EMIR TORE PAID NEMTHI I* ED UN THE PRIMED EI14I161M5TES OF LDLLEFE STA.TIR1 EfWETLOL MONUMENT ES9i-11EI 1•111211259. EISA W 92.701 MNDA3 ESTAEESHEJE BrGPS El MERVIN. i 4K'M+rFi iHRAH HEM A4E 'FAR NETANSES U4LE?€ DTHFRMISE NDFE[L 1D CITFN Eft NSTF111LF5 INDT JAM MEE EYA EDEIMNED SEALE FAME 1 I.IDAlfi321E5317 IEDILIJLMTB UEINE EECIDI2QL !. INN; INDILMTES {AFIIId.IJNk MOMENT mop MO VS TO ESTAEUSH PROPS NFULEI1ANEE. d. MIS EJHIgiT VMS PREPARED IN FENILIICTIEN'ATTH M FTELD NORM Dk MRPIIGI}AEMS AND POUNDS! rHE EXURB' MNb AU NBFFS ARE INTENEEFT4 BF DIE INSTTe.NFNTT]GF1HFR. Sewn EkHIeIT OFAPaLMMIN OF AN EIOSTING2JJ INK UTILITY EASEMENT PRODOSEE IDE ANANONED O,OBO ACRE 13,456 SL . FT.? YCLUME ET.I A E 847, DRL4rT OM, ACROSS, AND WNW THE AM. OFAT,aL(ED4..2 AIRETRAET YRLIJHr 4AT3, PAGE 34, OPRBCT JOSERNF.Sam HOME SIIRUEX,,IBSTR,ILTNo. ql FAILTGESTATION, IMAEOS.EOOIIT .TfJ1AS 'Um um prrsandindc to gar, overwrote!. 61 boo nusrbe trimmed' VAIL IMlal a WES wrvET NNE OP10-2051 mar r4•* 1-mq'i uir Nlidlin'.6-fr 1(ADIIILK 2`+btir5-SNNW' Marl E IIf Ykih j4S(w.Il.?r.Mi17 L'p6y rar.,IFr TS TOFTIFOMEMN HARMED D ET: MAR 51J a IETI l . u E "EPEES FRLII'4DIE54E 17111 WOK ME TarfL 6;•a. rETJ,S TRH FICHE 19113)25E s95 SLIINE *1401lurYETIIC IIrrINHttJMESUFAIPM4141M Ordinance Form 8-14-17 Page 1099 of 1298 ORDINANCE NO. Page 4 of 5 (KER `SURVEYING PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT 'Exhibit Al FIELII NOTES DESCRIPTION DF A PROPOSED TO BE ABANDONED 0.06O ACRE (3,456 SO, FT, I JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No, 50 COLLEGE STATION, BRILZO5 COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0-080 ACRE IN THE JDSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT Ne. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEILAS, BEING A PORTION Of A 20' VU110E UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF DRAMS COUNTY, TEXAS;ORBETI OVER, ACROSS ANCI UPON THE REMAIN DER 4F A CALLED 4324 ACRE MKT OF LaHU DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P RECORDED IN VOLUME 40T3, PALE 34OF THE OFFICIALPIIBLIE RECORDS OFBRAZOS COUNT( TEXAS (OPROCT); SAID 0.080 ACRE HEIN6 MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS.: OEGINNIr06ata 1/2 inch iron rpdwith orangepIaStI cap slamped'HP M14YO RPLS 5445' fpirrrd marking the east Snrner p1 the remainder of Lol1R, the Ramparts as hied inVolume 4512, Page 277 (OPRBET) and an Interior Corner of said remainder of 4-924 acre tract; TlENEE, with the northeast Tine of said Lot 1R common with a southwest Tine et said remainder of 4.924 acre tract, M47'48'16'Wadist-doteof72,47fed; 1HEIICE,aver, moss, and upon said rernainder of 4.92a aue IraCI ter the Iollowing two RI Courses a,rd diSlance5; 1] Her CI4'36"Eadf rife ofvs6feet 5 88' 00' 424 E. seuerin4 sand ea5emerrt, a cis arree of 12.61 feet to a point for corner From which a 112 indr iran rad found io concrete hears II 39' 44' 59' Via distance of 0.43 feel; said pains far corner being the west corner of a called O,e95 acre hart described in a deed lo McDonald's USA, ILE recorded in Volume 13030, Page 03 (DPRHET) and an interior Carney cif said remainder of 4-924 acre Iran; THEKE. with the s uthwe5t line [id said McDonald's_ tract common with a northeast line of said 'remainder of said remainder of 4-924 acre Iraer, 52TCa (Runt* of 1111.014 Fr -+RI THRICE, fryer, arress, and upon said remainder of 4.924a€re tract, 5034OA' 36"10athstante af199-T3feet toa point lar corneron thesuulbeast line of said remainder of LaI1R and aria northwest line of the remainder of relied 4,924acre tract; from whit the College Station monument C594-11O bears 5634 2P 17' W a distance of 2.840.09 feel; 25-0315 MBAbanUET,daur Ordinance Form 8-14-17 Page 1100 of 1298 ORDINANCE NO. Page 5 of 5 lExhibit Al MILL with said remainder of Lot 1R and said remainder of 4,924 NM, N +41° 58' S4' E a distance of 14L100 Feet ru le MILT DI BEGINNING hereof and containing IYOW acre p,tr6fi sq. ftJ, more or less. 'Surveyed en the ground in2025under mgsupervision.The hearing basis forihissarvey is based an the Texas Slate Plane taordinate System of 1983 (Nbf83], reniral Zane, Grid North as established from GPS'observation using the I. ica Smartie' NAD03 (102011) Epoch 2010 Multi -year CORS Solution 2 (MYt . Distances described herein are surface distances. Tin obtain grid distances (not grid areas] divide by a combined scale lame of 100009532165377 (calculated using 5E0101201 Reference drawing-d`r0915-5AhanLIEl,dwg, Michael Ronetsla Registered Professional Land Surveyor No. 6531 Yaari i WALFELOEFS 25•0915 MB AhanUE1.durcx IINL6 KERR SURVEYING Herr Surveying, LL€I 171E BriaRrest Orlin; Bryan 1X771f02 Office(474)259-3195I1Vehrtiyilyr_kgrrlandsmveytrrp.min SurveysiDkerreurreymg.ner j'BPELS Firm No.1001B500 Wage 1 Ordinance Form 8-14-17 Page 1101 of 1298 March 26, 2026 Item No. 9.10. Aerial Utility Easement - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.094 acre 20-foot-wide aerial utility easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 1396, Page 139 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The aerial utility easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated for overhead communication and electric lines. New easements have been dedicated to reroute communication and electric lines. The aerial utility easement is located approximately five hundred and ninety (590) feet southwest of the intersection of University Dr. and College Ave. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance Page 1102 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and repres .rts.only the approxima of prope wird Page 1103 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 1 04 of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 1105 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 1106 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 1107 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 1108 of 1298 /1 GENERAL NOTES /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' -�1 X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ 1 ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION 1.1\ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W 2,823.70'1 ? \ 1 POB 1 \\ 1 1 \.\ * �\ \1 ' // < SS \ o TF p/ G, F9e p9 'lF ,-\ / sue. \ y 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 0 \ \Oa .4'9,, N Nt<s) sTl0,,. \ X 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE SCALE 1" = 30' BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING 6E01012B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' b\. if `6,,,2Jk '). REMAINDER ■\`\ _--_—_ OF LOT 1R \ THE RAMPARTS / S 86°52'07" W 40.91' L — — — W tz' 4512/277 OPRBCT / , . 8" / , 55-8, 55 8 55 8„ UT ---- LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING N WATERVALVE WI WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE ■ ® CLEAN OUT ,/A STREET SIGN O UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE 171 A/C UNIT m GAS METER DE ELECTRIC SERVICE Cl l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI FE CE / / / / / / / / / -12" — / 1/21NCH IRON ROD WITH / ORANGE PLASTIC CAP �c,1/ / \ STAMPED 'HP MAYO RPLS // • 5045' FOUND (CM) N / N/ / REVISED 1-7-2026 TO / ADD LABELS SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1IPE$e "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1109 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the fallowing two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx 1,1 L1 1 1 III 1 11 1�. ..1 de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage 25-0915 MB AbanUE3.docx *4 W ���I I I.,i id;Ar, kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55.10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT II] GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN Lr FE (E EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) L4 N 47°46'00" W 39.86' L5 S 42°00'47" W 9.40' w W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S " • 4512/277 OPRBCT s/O., N/F CULPEPPER FAMILY L.P. TAX ID #38611 L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1r— L4 "-Iu /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • : ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry a L O // / / / /,' v / / // // / // // / yh r / I/ ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1112 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx I'IvUl VV 1V „I ri���'� N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L�5 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,4615Q. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL O BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE:1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 1115 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx i y I11 „i I4:50' 4. N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT • STREET SIGN O UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL ® BOLLARD ORBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) i CHAIN LaJK FENCE VY—=--- — W8 W8r -- r SS 10" — — — sSID' s II / 41 LD — REMAINDER OF LOT 1F1 THE RAMPARTS I 4512/277 OPRBCT 1 1 = N 47°48'16" W I 12.47' , 1 N 41°58'54" E 16.08' ASPHALT PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' f r UTILITY EASEMENT (3883/3.01 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' S 48°00'42" E 1?.61' 5 83°04'36" W 189.13' ASPHALT CONCRETE / POB 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS 5045' FOUND (CM) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) CITY OF COLLEGE STATION MONUMENT (/ ^ C594-110 BEARS 5 63°21'17" W 2,840.90' "P'1 11Page N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT (1396/139 ORBCT) GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 gob) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1118 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx i THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx ( LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) \ \ i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 1' BEARS' 561°28'04"W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) /<<. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY SS 9 EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. '/ REMAINDER \ C1 OF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCT <,/ tit •N‘y /// / / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT � 6 ssQ,<T F /S `� �p 69l 9p7� op y���T*9T k F N. J 9 !,v _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT — ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN La1K FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS TF ING "When one person stands to gain aver another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 1121 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPa ge 25-0915 MB AbanPUE4.docx r V'I:_�I I '1':_�,�'° SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W -10" I �r55111"----5511T-1— I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. 70" < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6i 303/823-831DRBCT,10684/83 6 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT —I fir — REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 1124 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanWLE1.docx //, 'Q sFOg4- -Po \ \\\ O,Fo0 \q,9se4y\ \\ REMAINDER 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / - 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9'LGS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 1127 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 1130 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 1 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) .w - MAGNAIL FOUND . • = o m CC LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�'', AMANDA HARRISON -.: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 DRBCT) CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk On: 2/6/2026 9:27:24 AM In the PLAT Records Doc Number: 2026-1577808 Volume -Page: 20349 - 67 Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ERK, RAZ0SCCOUN ENGINEER Kimley>» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J SCALE: 1" = 30' 0 30 60 PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS J cc >- cc LLJ up CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 90 Feet Page 1131 of 1298 4 IR • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ L011 BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) • N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • .1 • • • N N / N N N N N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED CS REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) N N N 1N .4,, VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r N 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) / 7 I. I I I I I I I I I i , 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) r 1 • / / / / / / / / / / / / / / 1 / // // // / / / / / / BLOCK 1, LOT 21 1.665 ACRE / / / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH 0.455 ACRE PUE 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED IOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li u0 L� TANGENT=45.61' CHORD=N o• iu W 88.67' r; 01 Co �n CHURCH AVENUE / VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) Cl VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 'l0E ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) LINE L3 BEARING N 47°48'32" W 81°54'55" W 45°58'05" E 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) LEG*CY POINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6. 12294/51 OPRBCT) LOT 1 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOVVS: • FILE NO. 143864 ITEM 5c (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259CS 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES (ROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACTS AS SHOWN HEREON. • GF NO. 2504259CS, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM 10d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRI3CT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBIT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORM) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM i: (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 co cc LU UD CD CD CC CC CD up Or cr Lu LJU CC cc LL- 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-5 (coot); 25-0727 (job) DRAWN BY: 'FE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 WWI MEI I NMI SHEET 2 OF 3 Page 1132 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 1133 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 ONO MEM woo N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6L6 SQ. LT. JC WATER LI\E EASEVE\T — (EXHIB T 'E', L090/2L2 (DDBCT) VARIABLE WIDTH HUE (19593/128 OPRBCT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHIBIT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 DP3CT) // / / / / r / / r / / r / / / / / r / / Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� — ii 4 /r V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA RY SEWER EASEIVE\T (1389/222 O3CT) 0.369 ACE WATER LINE EASEV (EXHI3IT 'C', 4090/242 OP R ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VARIABLE WIDTH PU UTILITY EASEVE\T (12294/73 OPR3CT) 3LIC TREE PLA\TER 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\DESS 8c EGRESS EASEIV ENT (1389/231 OBCT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT e 1134 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1135 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1136 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1137 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 1138 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 1139 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 1140 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: / / o-c CA-(1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 far+. 9 , L, P. 7/2020 Print Form I Page 8 of 8 Page 1141 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form I Page 8 of 8 Page 1142 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 1143 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.094 ACRE PORTION OF THE 20-FOOT-WIDE UTILITY EASEMENT, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVISION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of 0.094 acre portion of the 20-foot-wide aerial utility easement, said portion lying over, across, and upon Culpepper at TAMU Subdivision Phase 2, according to the instruments recorded in Volume 1396, Page 139, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1144 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1145 of 1298 ORDINANCE NO. Page 3 of 5 Fei PRIM OFLIFTm TIE EAUR11RTS 4512.107UPR JT/ N 4F`5 i- E 20.00' .Exhibit A l Ca OFfrai€LF aura ammnyr um -to 8fAH5 3S37dA4• W �&15.kE1' t 2 NICAIAELKO7IETSKI '• 9531 ¢ r {rp6$51gwF:Q•r . - 2-11 rOF L1JLPEPPE9Ii MO LP. 17TLAAINCER OF EA/LED 5.92ACRE MALT i1771134 OFIRKT 4}1C 911yw 20.0 SEALF: ? = 30' e 20' WIDE PIERIA1l UTILITY EASEMENT PROPOSED ID BE ABANDONED 4,094 ACRE {4,IOEI 50_ FL) 11396IL39 OBBCFI 6.EIRILAL MRTE$ 1 BEYIIMS i55TEA1 SPOMr 6 na19] .;rk115 S]yrt PLAAE CEIIF AL D31E IHIF KM rHI El. 5LD 01 111( 1p1115x1D (081:*INLTT9 DE COME 6TATtl11 -0YrlkDt 1.0HJM551T C591.11:' 111.ID2II EI.21, F 35hE082.9Q11JIQ AS E5!r. ISHED B'r OFS DESB7L'JI111:114. DISEJ1 ES S11134 1 .ROM Wk SUHFIIik D61AN:LS MESS O1IILHAI5L I19S01. 1+4 0Dr gm rald 01510011S ,IOT UM! I SIL1E D11 MINED 5r1* FM:T I1 Cr 1 OO1EN537I551]7 IEr{rll1 E1E[I USIH1 SFOINI . 3 IELII I111ILATEi {ONr@]LLI11S NOwRET.T FLED RPM LEED 1D ESTABUSI+ FRdPER). BhPIU4alki. A. TH5 El HIEJT PAlS el EPAFfD 114 E0.•J1_HET1D11 WITH L IE].D HMS DESLIQrgn OEM JOID WUIE5E TIE EXTENT !111 RELD 141:ITIM AREIHrtHL li CNE IN5ritIMEN1 TecEIHR LEEiEd]: Mr, • Ca) 1E;Of05'1F411.•105 [EINr(, R1Vh 011fl• ORaW11 u (fl1 OFm.k 'MUM. RPM 44'4,Sc_ PIM:0 RIILIS 1E 01:WC T'1 UYLbY rOlwk. RILL rElAi 120115E • WWI EJM Ka RIY mammon ram MI.1EU CREL1JWrl• 0.1lAEN11F.11MII.M FIIxB ATLNArvCriAk 71°911' QM FNMA itkAI AIPS I42'75'19'WY 112T' 19754. FT. POWER UNE EASEMENT ;1397,923 MEC7) CCNLRET% RaKEZI M1T•2125 WnauMP] Wage P41 • RIr E.F 11511141I p. kR 1EIYAL I a I0.1ElRETTI IIN IFCR 11 544Dr1 r3EN:GLIAwFg1 I1FIN lIr SaEHT9BH jar YIIILITP0.E 1]iFRPnf7R1Y11M14 onirE EJy[Dill 1116EE1® in ELE1F1E SEana O iNlDltliK1(1ELr11L • E1LAD aL� r, J5T1400 R FEN. E5TATE Ri1TM1:115.LTD {111L,F04,516.bU MET ?Mill 51Jfl1W[MUM OF AN E1115TING DO' WIDE AERIAL LTTILITY EASEMENT PROPOSER TO EIE r,611NDON]1 0.094riti (ON VOLUME 1396,PA€E 139, ORBCT OVER. AMISS,.ANBUPLIEI THE REM.OFA CALLED 4.924ACRE TRACT 'f 4LUN F 4473, PAGE 34, UPRBR JUSEPBE, SCUTTLEIMFIUE5UW41Y,ARSFRAITND. 50 CIALEOE $TATlul, BRAZEK EDUNTY,TExll5 Wheame PM41h31211s F4sin qp the farts mune urimEr4d• VALE Iw[3I • ]D FTFT SIFrJFFOI1E: DT., -2I EI#II II L1E: 1:43.2104. IOEI WHARF` g,•]SISICADIW1E Y,�S'YSI iJE2 PCIIR •ILL 22-14D-3II[*r[ 2)-RJD1'4I4 V1. J .LF EIRCIIL]61•4' NIEFLAE] BY. PEIki_DIET11Tt Lu: TB>'25F1FMCI:OESID 171EB1;111F:1M,TOEIIE. ERr111.TDL11S17902 HUM. 1E.:9731 z69 3156 1111 h U I I II rSSE*PT Am! W Ordinance Form 8-14-17 Page 1146 of 1298 ORDINANCE NO. Page 4 of 5 (KERR lExhibit FIELD NOTES DESCRIf'TlOA `SURVEYING OF AN EXISTING 20'1NIUf AERIAL UTILITY EASEMENT PROPOSED Ta BE ABA NLDHETJ 0.094 ACRE (4,109 SQ. FT_) JOSERH E. SUITT LEAGUE SURVEY, ABSTRACT No_ 5O COLLEGE STATION, BRADS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE [N THE J0SEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No_ 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEIN AH EXISTING 20' WIDE AERIAL UTILn EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRA245 COUNTY, TEXAS JOIiBCT] OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2' IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC (RECORDS OF ORAZOS COUNTY, TEXAS (DPRBCTM; SAID 0.04ACRE BEING MORE PARTICULARLY OESCRIBED BY METES AHD BOUNOSAS FOLLOWS! BEGINNING at a paint on the northwest line of a called 0.51A acre tract described in a deed to AuSIato II Real Estates Partners, Ltd_ in Volume 2233, Page 93 ]QR OM and an a southeast lin-e of said remainder dolled 4.924 acre tract, from which an "X' found on Lurb marking a souih corner of said remainder of called 4.924 acre tract hears S 42: 15' 19' Utl a distance of 81.27 feet; THENCE, pier, across, and upon said remainder of 4.924 acre pact, N 4H° L14' 54" W a distance of 2015,35 feet to a point on the southeast line of the remainder of Lat 1Rr the Ramparts filed in Volume 4512, Page 277 ]f}RRBCT) from which the College Station monument CS94-110 hears 5 63' 18' 49' IN a distance of 2,846_10 feet: THENCE, partially with said southeast line of remainder of L_t 1R common with said remainder of 4.924 acre tract, and partially over, afrass, and upon said 4.924 acre Iract, N 41" SH' 54" E, passing at a distance of 10.510 feet a1/2 inch iron rod found with cap Slamcied'HP MAY(] RPLS 5045' marking the east corner of said remainder of Lot 1R, and continuing fora total distance of 20_0101feeh, THE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48" 114' 54' E a distance of 2U5-45 feet ro a point on said nonhwest line of 0.515 acre pact and said southeast line of the remainder of the called 4.924 acre tract; 211 25-0515 AhirUE2.1oor Ordinance Form 8-14-17 Page 1147 of 1298 ORDINANCE NO. Page 5 of 5 Exhibit A l MENU, with said Austaca tract, 5 15' 19' W a distance of 20A0 feet, the POINT OF BEGINNING hereof and containing 0_U94acre [4,10U s4 f1-), more orless_ Surveyed on the ground in 2025 under my supervision. The bearing basis for thissurveg is based an the Texas State Plane Coordinate System of 1983 (NA083), Central Zone, Grid North as established from GP5 observation using the Leica Smartnet NAD83 (NA2L)11II Epoch 201(1 Multi -year COBS Solution 2IMYES2]. Distances described herein are surface distances. to obtain grid distances (not grid areas) divide by a combined scale factor of 1-011:1U09532165377 [calculated using GEUD120), Reference drawing: 25-0915-S Aban!E2_dwg_ fr Michael Ir7+2h Registered Pn lessional Land Surveyor No_ 5531 REiM71--2025172AEC M+ L 2S-O915 MBAhanUE2_dorx KERR SURVEYING Kerr Surveying. LLC 1111E1 fitiarcrest Drive, 0ryan TX 77002 Office: (9791 N8.31951 Web: urww_kerrlandsurveying.com Sum ysfalkerNurveying.net 1 TBPELS Firm No.1U011B500 3{P21gi r' f Ordinance Form 8-14-17 Page 1148 of 1298 March 26, 2026 Item No. 9.11. Water Line Easement - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.160 acre variable width water line easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 4090, Page 242 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The water line easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated to house a water line. The water line is being relocated to the north and new easements have been dedicated. The water line easement is located approximately six hundred and eighty (680) feet southwest of the intersection of University Dr. and College Ave. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance Page 1149 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and re.res ,ts-.' oxma tive loeatlor of proper Page 1150 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 1 51 of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 1152 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 1153 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 1154 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 1155 of 1298 /1 GENERAL NOTES /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' -�1 X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ 1 ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION 1.1\ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W 2,823.70'1 ? \ 1 POB 1 \\ 1 1 \.\ * �\ \1 ' // < SS \ o TF p/ G, F9e p9 'lF ,-\ / sue. \ y 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 0 \ \Oa .4'9,, N Nt<s) sTl0,,. \ X 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE SCALE 1" = 30' BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING 6E01012B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' b\. if `6,,,2Jk '). REMAINDER ■\`\ _--_—_ OF LOT 1R \ THE RAMPARTS / S 86°52'07" W 40.91' L — — — W tz' 4512/277 OPRBCT / , . 8" / 55 8, 55-8, 55 8„ UT ---- LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING N WATERVALVE WI WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE ■ ® CLEAN OUT ,/A STREET SIGN O UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE 171 A/C UNIT m GAS METER DE ELECTRIC SERVICE Cl l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI FE CE / / / / / / / / / -12" — / 1/21NCH IRON ROD WITH / ORANGE PLASTIC CAP �c,1/ / \ STAMPED 'HP MAYO RPLS // • 5045' FOUND (CM) N / N/ / REVISED 1-7-2026 TO / ADD LABELS SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1IPE$e "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1156 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the following two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx .,IL.1 1 1 11 111 1�...Ij de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS 25-0915 MB AbanUE3.docx *4 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage W .,i imi„�►�i kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55.10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT II] GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN Lr FE (E EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) L4 N 47°46'00" W 39.86' L5 S 42°00'47" W 9.40' w W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S " • 4512/277 OPRBCT s/O., N/F CULPEPPER FAMILY L.P. TAX ID #38611 L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1r— L4 "-Iu /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • : ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry a L O // / / / /,' v / / // // / // // / yh r / I/ ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1159 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx I'IvUl 1141 „I ri���'� N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,4615Q. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL O BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE:1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 1162 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx i I I IJ I „i 4. N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT • STREET SIGN O UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL ® BOLLARD ORBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) i CHAIN LaJK FENCE VY—=--- — W8 W8r -- r SS 10" — — — sSID' s II / 41 LD — REMAINDER OF LOT 1F1 THE RAMPARTS I 4512/277 OPRBCT 1 1 = N 47°48'16" W I 12.47' , 1 N 41°58'54" E 16.08' ASPHALT PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' f r UTILITY EASEMENT (3883/3.01 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' S 48°00'42" E 1?.61' 5 83°04'36" W 189.13' ASPHALT CONCRETE / POB 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS 5045' FOUND (CM) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) CITY OF COLLEGE STATION MONUMENT (/ ^ C594-110 BEARS 5 63°21'17" W 2,840.90' "P'1 11Page N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT (1396/139 ORBCT) GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 gob) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1165 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx i THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx ( LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) \ \ i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 ;' BEARS' 561°28'04"W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) /<<. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY SS 9 EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. ,gyp REMAINDER \ aOF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCTA( tit o'c), cj \? •N‘y /// / / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6�6 � s8 Q,<T 0,09 !cs; F1l •4 //s• `� ` � 691, 9sF Q/T '907 4 F �9 v \\ o•% s _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P0B = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT — ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN %-iK FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS 1I2 TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS TF ING "When one person stands to gain over another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025) EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS41KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 1168 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPa ge 25-0915 MB AbanPUE4.docx SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W -10" I �r55111"----5511T-1— I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. 70" < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6i 303/823-831DRBCT,10684/83 6 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT -I fir — REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 1171 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 3MPage 25-0915 MB AbanWLE1.docx I•IyWti'7 //, 'Q sFOg4- -Po \ \\\ O,Fo0 \q,9se4y\ \\ REMAINDER 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / - 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9'LGS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 1174 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 1177 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 1 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) .w - MAGNAIL FOUND . • = o m CC LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�'', AMANDA HARRISON -.: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 DRBCT) CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk On: 2/6/2026 9:27:24 AM In the PLAT Records Doc Number: 2026-1577808 Volume -Page: 20349 - 67 Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ERK, RAZ0SCCOUN ENGINEER Kimley>» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J SCALE: 1" = 30' 0 30 60 PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS J cc >- cc LLJ up CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 90 Feet Page 1178 of 1298 4 IR • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ L011 BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) • N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • .1 • • • N N / N N N N N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED CS REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) N N N 1N .4,, VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r N 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) / 7 I. I I I I I I I I I i , 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) r 1 • / / / / / / / / / / / / / / 1 / // // // / / / / / / BLOCK 1, LOT 21 1.665 ACRE / / / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH 0.455 ACRE PUE 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED IOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li u0 L� TANGENT=45.61' CHORD=N o• iu W 88.67' r; 01 Co �n CHURCH AVENUE / VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) Cl VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 'l0E ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) LINE L3 BEARING N 47°48'32" W 81°54'55" W 45°58'05" E 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) LEG*CY POINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6. 12294/51 OPRBCT) LOT 1 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOVVS: • FILE NO. 143864 ITEM 5c (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259CS 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES (ROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACTS AS SHOWN HEREON. • GF NO. 2504259CS, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM 10d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRI3CT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBIT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORM) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM i: (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 co cc LU UD CD CD CC CC CD up Or cr Lu LJU CC cc LL- 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-5 (coot); 25-0727 (job) DRAWN BY: 'FE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 WWI MEI I NMI SHEET 2 OF 3 Page 1179 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 1180 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 ONO MEM woo N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6L6 SQ. LT. JC WATER LI\E EASEVE\T — (EXHIB T 'E', L090/2L2 (DDBCT) VARIABLE WIDTH HUE (19593/128 OPRBCT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHIBIT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 DP3CT) // / / / / r / / r / / r / / / / / r / / Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� — ii 4 /r V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA RY SEWER EASEIVE\T (1389/222 O3CT) 0.369 ACE WATER LINE EASEV (EXHI3IT 'C', 4090/242 OP R ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VARIABLE WIDTH PU UTILITY EASEVE\T (12294/73 OPR3CT) 3LIC TREE PLA\TER 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\DESS 8c EGRESS EASEIV ENT (1389/231 OBCT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT e 1181 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1182 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1183 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1184 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 1185 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 1186 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 1187 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: / / o-c CA-(1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 far+. 9 , L, P. 7/2020 Print Form I Page 8 of 8 Page 1188 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form Page 8 of 8 Page 1189 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 1190 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.160 ACRE PORTION OF THE VARIABLE WIDTH WATER LINE EASEMENT, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVISION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a 0.160 acre portion of the variable width Water Line Easement, said portion lying over, across, and upon Culpepper at TAMU Subdivision Phase 2, according to the instruments recorded in Volume 4090, Page 242, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1191 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1192 of 1298 ORDINANCE NO. Page 3 of 5 SCALP. I' = 3O LE6EMk MILT. ILEI ,zmlrs Er 11I211 (1:151un,1F4I5 LIA[r - E.rl. L Fl:LWSa1 IUGL5 UMW •11AIUJ. 1161ILA LCEIa€1l �1I2 LR FOJRY. MO. '11;56, UJleM]FILE FrILN F4.1II1{flXEH1 PELPE25 14ArnEum Le COMM fEIaTSOI J7 LrIMFITIu tt 1.1H1TBIL 'FIMNNN WEISE ▪ WONT ▪ EASIBETER Iti BMW SE IDES C IPLIFIcle PEL5514 ▪ 15LIM 'Hair latiCE IIIS IEI, Id1�iF MN F5A.FT. NCRRLIMA EASEMENT (E%IIMT'P. PRJT 441M2 20j w AO' P oarI_ REHAMER OF UN1R THE RAMPARTS J,S12J2 ? RBCT EASEMENT 'Exhibit Alum.11I WA EI RLfIE .548'Bo'4rg 25,99r' WMEIVILVE OrAIEPAJFFEII FIEHIE11Ah" WALT+}Iv�EH L1M T �%FAT'[', 409ti1'242 w oPReC1]- NYE WLPEPPEF FAMILY LP, RE L7ER Of CARED 43 i32414CRC TRACET 4073.F34 OMITOMIT intmr EASEMENT R91JP]TIRECF1 le INCH WIN KW IIp+r1f I}JF .0SE 16'645 JJ' LLPSFAidirs hW W kTX ,IALS nd5' FGAYd ION WiRL46LYE: LE WIDTH PLIIMP( EASEMENT C��94173 &Kan) [HURCHAVENUE Ea (AVARI11aEWI01N lr. lT•OF-WAT, 3077E73-E31[1RRIT,1b94rl IN94/514PRBCrr PCS 71"MIA RE Ik7FI Irlr AWNriIT t� FJ1AR9L.1 EiS 'Wage 5iA'32"2T'E� LEI Id at wr MIME SAHITARY IWI L14SEMLN1 alma O�0LTI 141). IF1<FFLORRfRIFA (ALCM 0 RRSA(Af WAD CMPP M TO iB9ACRE WATER UNE M17014•11.6SL.54 f I EASEMENT _ 138,35 230P'IPACJj iTXII C,4090f242 CREW I15f1YN1.2JIOf OPRELT] JAOWIPOPFR'I V.F4 MOOT ar-AAS xd9'ao'S5' ASPA I4T PORTION OF E311S1ING VARIABLE MORN WATER .INEEASEMENTS PROPOSED TO BE ABTMDOO ' 0.160 ACRE i6,959 Sa- FT-) II GENEMLNEB I , E 5 C1 RA[11115=34' ARC415T= 6.64' OELTAI4°13'W TANGENT.13,#2' _ EHORO=R 2S'5610r" Vf 26,63' Ca RAOIO5=350,00' ARC GIST=10.74' _ 4ELIA=1'45'28' TANGENT'S-3T CHORD=M 29' 50'25' WV10. 4' MOM SYSTEM SWIM IS N5Di3IIITHAS STATE UIIF [EMINL 1HI mEE U KEBASED OM TM RIEIB® E3 (AOW.113 OF IMAIMAGEE mum (mini humour 614.IH1 DI:IHtTIM51L EASIEMb2.501 AMBAS ESTABIJilEEMOTRR'f 5BSERJAIIOM. 1 T' *WAN H[RFO1L AID rjulrAGE kisTAILGES LOOM. SIHEIft'ISE Rona TO OBTAIN BIM �FABEES INEIT p AHEM 4�E ME EIBMINEO PFAMELE FAR OF F.L1JO0553ZI55AJ ILLfU A1� IJSJI 1Im2BI. IN! IIAILBIES LQWIHLMLIM6 MIMLIMEHF OMB PM I' h TO FSTI9LI9H FROPFR'TBOOR7ARE5 7W5 EJ6IIWT YIPS PREP:MEP M SOHIIIM(11r1M VWA FELJ MOM WAFTldn IhIL1ES*RU I1}.11uS1. IRE UHIdI AM Cab 1141ES ARE IIl FHEEP TO BF ORE IIl 1I1LRERF FOEEIFE. S!JF 1 ExHIAIT OF 4 minim OF E%LSTING YJIRIABLE WIDTH WATER LIME EASEMENTS PRAPOSfO TO DE ADANOORLO I GAO ACRE (5,959Sq. Ft] EXHIBITS C AND L1, VOLUME 4090, PAGE 2f12, OPREICT OYER,AERO55, AND URN THE REM. oFA LULLCO4.924ACNE TRACT VoLUMEAD73,PACE 34.!PRBLT AND THE REM. OFLUE1R,THERAIEPAAT5 (Ji51�f2TF, OPRTdTp L JOSEP1 E_SCO1TEAGUESUGLEEY,ABSTRA[TNo. SB COLLEGE STATION,BRAl05 LOUNTY.TEXAS x pFr yJFwucondandc w la5an urarollar, dlr lam must to uuaend' 9iIU 1 Y{R =18 F FFT SLAIFI Ai1f: r0-ti.!d I FIIIORIA1F:4931,2PP5 11111ILRYIEA: 71-0H€1 bid MALE:25.I1 t5 IhrfL!1 f dIYT FBU }j H1gd=S I 25d3 102 OtA) BMW ply 310111rl.WI PREPIAEBE1tIES131RIEF114. LL[ TWOS IttMIP0115YJ 1711RI .IA TOBNII, arMM.IEU5 Ago? 361•3195 . , i . .1ET 11E1Fauo5IR1FF11E EECI Ordinance Form 8-14-17 Page 1193 of 1298 ORDINANCE NO. Page 4 of 5 KERB lExhibit {I EL II NOTES DESCRIPTION SURVEYING OFA PORTION OF EXISTING 4ARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10_150 ACRE (6,959 Sp_ FT.) JOSEPf1 E. SCOTT LEAGUE SURVEI', ABSTRACT RD. SO COLLEGE STATION, BRA/OS COUNTY, TEXAS A FIELD MITES DESCRIPTION OF 0.160 ACRE IN THE J051EPH E. SCOTT LEAGUE SRRYEY, ABSTRACT No. 50, IN COLLE€E STATION, BRAIDS COUNTY, TEXAS. BEING A PORTION OF EXISTING VARIABLE MOTH WATER LINE EASEMENTS DESCRIBE0 AS EXHIBITS C AND D, FILED IN VOLUME 41a90, PAGE 242 OF 1HE (OFFICIAL PUBLIC RECORDS [IF BRAIDS COUNTY, TEXAS I OPRBET] OVER, A{ROSs AND UPON THE REMAINDER 01 A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2", IN A DEED TD E UIPEPPER FAMILY L.P. RECORDED IN VOLUME 60i3, PAGE 36 (0PROCTI ANO THE REMAINDER OF LOT 1A. THE RAMPARTS FILED IN VOLUME 4151 a, PAGE 2771 WPRACT]; SAID 0,160 ACRE BEING MORE PARTICULARLY IES[PIeED HY METES ANO BOUNDS AS FOLLOWS: BEGINNING al aril' loundineaecrele marking an angle paint in therighl-of-wag of Church Avenue la variable width right- of-way, 3031823-831DRDCT,T4584iE3512294)51 OPRBCT],rnarking an.angle poinl in Hip snulheastline of said remainder of Lai IR, and a west corner al said remainder of called 4_924 acre tract, from which the [allege Station monument C'S94- 114 hears S Er 46' 32' W a disia•ure of 2,788,Ei3 feel; THENEE. with a southeast line of Said Lot 1R rornmon wilh a northwest Tine of said 4_924 acre tract, miming said e:Usring easement. N 41' Se SA' E a &Lance of 22.21 feet to a pain' from v,1r ich a 112 inch iron rod found with orange pla5lic rap damped "HP FOAM RPLS SO45° hears 1141D 58' S4'' E a distance of 5l09 Ieet; TTlElia,am, across, and upon said remainder al Lot1R tar rho. fallowing two.14 courses and distances: 1J With a non -tangent curve to the right and severing said existing easement, haling a radius of 36350 feet, an arc length of 26,84 feet, a del a angle of 04' 1[3' iL1', and a third whICh hears #125' SL: DOW a distance of 2S.93 leer; 2j N 4T° 52' 46' E n i'h said existing easement, a distance of 37.59 Feet; THEM,. partially over, across, and upon said remainder al Lot 1R and partially over. across, and upon said remainder of called 4,924 acre tract, with the exterior of said easement, N 86° 52' DT' E a di5Fwee of 15+4.97 feet; TIME, continuing vier, across, and upon Said remainder of 6.9Z4 Gore had far the following two RI courses and distances_ E$Page MOMS MO Maviral Atit Ordinance Form 8-14-17 Page 1194 of 1298 ORDINANCE NO. Page 5 of 5 lExhibit 11 N 4t' SZ 07 E 'rah a nnrlhwest line al said easeineni a distance of 19243 feet 21 5 U7 42' E severing said easement a di5tance of 25.89 feet to the west corner of a called 0.885 acre hart described in a deed to McDonald's USA, LLL in Volume 13930, Page B3 (DPRI1CTI being an interior corner of said remainder of 4.924 acre had from which a 1112 inch iron cud lound n cmcnate bears N 39° rrrr' 59' W a hslence at0.43 foul; 1}�1iCE. wilh the suulhwesr IGrre of said Mcltanald's tract common wilh a norlheast Tire of said remainder of 4,924-acre tract, severing said easeoienr, 548132 MT' Ea distance of4-11 feet 71•EMCE.aver. acru6s, aod upon said remainder of4.924acre tract and wilh said existing easement for the following three (3) courses and distances: 11 S41''52'07'Wadistaoteaf3134feet: 21 5 DV 52' 0r W a distance of 147.90 teet 3) 5 41' 52' 06' W a distance 016511E. feet to a point in said northeast right-of-way at r.hhoch Avenue; THENCE, with said right-of-way with a non -tangent curs Iu the right having a radars of 350.00 feet, an arc length of 1U.74 feet, a de0ai angle of 121' 45' 20 . and a [bond which hears N 29' SR' 25' W a distance of 10.74 feel la the POINT OF BEGINNING hereof and outlining 0.160 acre (6,959 sq- It), more or less. Subs'ey:exdanthe ground in2425under mgsuperrision-The hearing basis for ihissuruey is based an IheTexas Stale Plane Coordinate Sysiem of 1983 (MA2931, Central Zane, Grid North as established (rani GPS ahserralian using the Leica 5martnet NA083 (142011) Epoch 2014 Multi -year CURS Solution 2 {MYt52). Distances described herein are surface distances. To obtain grid distances (riot grid areas) divide h4 a combined scale iacrar of 10II009532166377 (calculated us:rg GE01012Wf. Reference drawing; 25-8915-5 AbanWLELdwg, 1 ff2b Michael neiski Reyisiered Prffe55ional Land SurYeyjpi' Mo. 6531 REL75il9 !-7-21d&67 40BL.W/S 25-0515 Atf! AhanWLE1-darx KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan T][ 77002 Office: 079)268.119S 1 Wahl: www.kerrlandsurtireoino.com SurueusPkerrsurveuino.net 1 TBPELS Rrm Ne.10018500 Wage Ordinance Form 8-14-17 Page 1195 of 1298 March 26, 2026 Item No. 9.12. Water Line Easement - 725 University Dr Sponsor: Lindsey Pressler Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 761 square foot 10-foot-width water line easement, said easement lying over, across, and upon Block 1, Lot 1 of the Culpepper at TAMU Subdivision, generally located at 725 University Dr., according to the instruments recorded in Volume 4090, Page 242 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The water line easement abandonment is being requested by the applicant in order to build over existing easements on the site. The easement was originally dedicated to house a water line. The water line is being relocated to the north and new easements have been dedicated. The water line easement is located approximately six hundred and eighty (680) feet southwest of the intersection of University Dr. and College Ave. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Vicinity Map 3. Abandonment Application 4. Ordinance Page 1196 of 1298 LOCATION MAP PORTION OF PUE TO BE ABANDONED 0.021 ACRES PUE TO BE ABANDONED 0.077 ACRES PORTION OF 10' WIDE WATER LINE EASEMENT TO BE ABANDONED 761 SQ FT 20' WIDE AERIAL UTILITY EASEMENT TO BE ABANDONED 0,094 ACRES 0 20 40 80 Feet 1 1 1 1 1 1 1 PORTION OF A 20' WIDE PUE TO BE ABANDONED 0.080 ACRES NORTH 10' WIDE SANITARY SEWER EASEMENT TO BE ABANDONED 0.034 ACRES PORTION OF WATER LINE EASEMENT TO BE ABANDONED 0.160 ACRES vey and repres .rts.only the approxima of prope wird Page 1197 of 1298 VICINITY MAP 0 0,2 Miles /V / �Ai \7,K(\ NORTH CO 2' 0 Ji W rhi roduct Is for'mformatlonal purposes and may not have been prepared for or be suitable for legal, engineering, or surveying p is es It does not represent an on•the•ground survey and repre nts only the aive location of property boundari warranty is made by the City of College Station regarding specific accuracy or completeness Page 1 9. of 1298 CITY OF COIJ.IiGiP, S1'A'I'ION Home of'Terru Au Al University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: O Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) O Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑■ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). O Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. O For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAYIEASEMENT TO BE ABANDONED (include legal description): VARIABLE WIDTH PUE (19593/128 OPRBCT), 646 SQ. FT. UG WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT), 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'G', 4090/242 OPRBCT), 20' WIDE UTILITY EASEMENT (291/807 DRBCT), 0.369 ACRE WATER LINE APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Preston Jacks, P.E. E-mail preston.jacks@kimley-horn.com Street Address 614 Holleman Drive E, Suite 1100 City College Station State TX Zip Code 77840 Phone Number 979-446-0780 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Culpepper Family LP E-mail john@culpepperrealty.com Street Address: 1700 George Bush Drive E., Suite 240 College Station Phone Number 979-696-1444 City State TX Zip 77840 Fax Number The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of authority for the company's representative to sign the application on its behalf. A 4 4/1-'_( Date 09/24/2024 Page 1 of 8 Page 1199 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name E-mail Street Address Citv State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address Citv State Zip Code Reason consent was not If objecting, points of objection: obtained: obtained: 09/24/2024 Page 2 of 8 Page 1200 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: The easements proposed for abandonment are all utility easements on our site. Existing structures at the corner of University Dr. & S College Ave. will have access from public row 8. That there is no current public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 9. That there is no anticipated future public need or use for the easement or right-of-way because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 10. That all public utilities have access to serve current and future customers because: The existing utilities located within the easement are being abandoned or demolished, and rerouted for the proposed development. The easements being abandoned will no longer contain 11. Such public right-of-way/easement has been and is being used as follows: The easements are currently used to contain existing utilities. These existing utilities will be abandoned and rerouted for the proposed development. II swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. C4-4^-7er 4/z /ZA 5j ature Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS S scFibedd ajid sworn to fore me, a Notary Public, this.C�(YI V{ day of 1 1 cPCT?a/ "KRISTA J. SLEEPER '' My Notary ID If 724014 .,yre OF .• •+, Expires August 22, 2027 Nota Pu lic nd or the tate of fh, by 09/24/2024 Page 3 of 8 Page 1201 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 1202 of 1298 /1 GENERAL NOTES /1 /1 LOT 1,BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) RADIUS=374.50' ARC DIST=38.73' DELTA=5°55'31" TANGENT=19.38' CHORD= N 05°28'39" W \ 38.71' -�1 X' FOUND IN CONCRETE (CM) IN JANUARY 2025 • ov qI 'l\ 1 ;),,'FOUND IN CONCRETE (CM) _ 1, I I. IN JANUARY 2025 CITY OF COLLEGE STATION 1.1\ MONUMENT C594-110 \\ BEARS 5 61 °28'04" W 2,823.70'1 ? \ 1 POB 1 \\ 1 1 \.\ * �\ \1 ' // < SS \ o TF p/ G, F9e p9 'lF ,-\ / sue. \ y 1 \1 \1 EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) (TRACT TWO, EXHIBIT B, 19593/128 OPRBCT) 1 0 \ \Oa .4'9,, N Nt<s) sTl0,,. \ X 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE SCALE 1" = 30' BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING 6E01012B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO 30 ESTABLISH PROPERTY BOUNDARIES. Feet 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT L1 N 09°51'14" W 17.80' L2 5 81°54'55" W 11.00' b\. if `6,,,2Jk '). REMAINDER ■\`\ _--_—_ OF LOT 1R \ THE RAMPARTS / S 86°52'07" W 40.91' L — — — W tz' 4512/277 OPRBCT / , . 8" / , 55-8, 55 8 55 8„ UT ---- LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING N WATERVALVE WI WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE ■ ® CLEAN OUT ,/A STREET SIGN O UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE 171 A/C UNIT m GAS METER DE ELECTRIC SERVICE Cl l TELEPHONE PEDESTAL ® BOLLARD CHAIN LI FE CE / / / / / / / / / -12" — / 1/21NCH IRON ROD WITH / ORANGE PLASTIC CAP �c,1/ / \ STAMPED 'HP MAYO RPLS // • 5045' FOUND (CM) N / N/ / REVISED 1-7-2026 TO / ADD LABELS SURVEY EXHIBIT OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3,332 5Q. FT.) 'TRACT TWO, EXHIBIT B,' VOLUME 19593, PAGE 128, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS 1IPE$e "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 1 CAD NAME: 25-0915-5 AbanPUE3 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1203 of 1298 KERR FIELD NOTES DESCRIPTION '"SURVEYING OFAN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.077 ACRE (3332 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.077 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING VARIABLE WIDTH PUBLIC UTILITY EASEMENT DESCRIBED AS 'TRACT TWO, EXHIBIT B' FILED IN VOLUME 19593, PAGE 128 (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.077 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the southwest of said remainder of called 4.924 acre tract and on the northeast line of the remainder of Lot 1R, the Ramparts as depicted on the plat filed in Volume 4512, Page 277 (OPRBCT) marking the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1(19599/63 OPRBCT); for reference from said Point of Beginning the City of College Station monument CS94-110 bears S 61° 28' 04" W, a distance of 2,823.70 feet; THENCE, with said Lot 1, Block 1 and said remainder of called 4.924 acre tract for the following three (3) courses and distances: 1) N 09° 51' 14" W, for a distance of 17.80 feet to an 'X' found in concrete in January 2025; 2) 5 81° 54' 55" W, for a distance of 11.00 feet to an 'X' found in concrete in January 2025; 3) With a non -tangent curve to the right having a radius of 374.50 feet, an arc length of 38.73 feet, a delta angle of 05° 55' 31", and a chord which bears N 05° 28' 39" W a distance of 38.71 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract for the following two (2) courses and distances: 1) 5 48° 00' 42" E, for a distance of 149.40 feet to a point in the north line of a called 0.369 acre waterline easement described and depicted as "Exhibit C" in a deed to the City of College Station, Texas recorded in Volume 4090, Page 242 (OPRBCT); 2) 5 86° 52' 07" W, with said north easement line for a distance of 40.91 feet to a point on said common line of remainder of 4.924 acre tract and said remainder of Lot 1R, the Ramparts; from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R bears 5 47° 48' 16" E a distance of 22.46 feet; 2IPa ge 25-0915 MB AbanUE3.docx AIL-1 I .I 1.1 I II 1 de THENCE, with said common line of said remainder of 4.924 acre tract and remainder of Lot 1R, N 47° 48' 16" W a distance of 70.95 feet to the POINT OF BEGINNING hereof and containing 0.077 acre (3332 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NA083 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No.10018500 Wage 25-0915 MB AbanUE3.docx *4 kki SCALE: 1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING w W 8" 55.10" 55 0" N WATER VALVE 0 WATER METER -411- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN GUT A STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE ❑® A/C UNIT II] GAS METER ❑E ELECTRIC SERVICE l TELEPHONE PEDESTAL 0 BOLLARD CHAIN Lr FE (E EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 SQ. FT.) L4 N 47°46'00" W 39.86' L5 S 42°00'47" W 9.40' w W 8" 55 10" VARIABLE WIDTH PUE ���\ (19593/128 OPRBCT) \\ \ CITY OF COLLEGE STATION MONUMENT C594-110 IV BEARS 5 62°07'50" W 1.', REMAINDER OF LOT 1R 2822.70' • N \ \ THE RAMPARTS N S " • 4512/277 OPRBCT s/O., N/F CULPEPPER FAMILY L.P. TAX ID #38611 L1 5 42°00'47" W 11.86' L2 N 47°59'13" W 10.00' L3 5 86°52'07" W 14.05' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 59.77' 47°46'00" E w-B" W-8 1r— L4 "-Iu /- II i/ N 47°48'16" W 53.02' POB I L2 r 115 SQ. FT. WATER LINE EASEMENT (EXHIBIT'6', 4090/242 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) W8" \ Se �.CONCRETE 4129 SQ. FT. WATER LINE , EASEMENT (EXHIBIT'D', N I N 4090/242 OPRBCT) . " y C SS10,1 X' FOUND IN 1 . \ CONCRETE (CM) . 1 'Page fV • • ♦ ♦ • • • • • • • • : ♦ ♦ ♦ • ♦ 4 5 ♦ ( co co N N/F CULPEPPER FAMILY L.P. /REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 7, rry a L O // / / / /,' v / / // // / // // / yh r / I/ ASPHALT CONCRETE / _/ POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH ORANGE — — — - PLASTIC CAP STAMPED 'HPMAYO RPLS 5045' FOUND (CM) N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT REVISED1-7-2026 TO ADD LABELS GENERAL NOTES 1. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2 DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3 (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED I EXH. F (646 SQ FT.) AND EXH. G (115 SQ FT.) (TOTAL 761 SQ. FT.) VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE2 POINT FILE: 22-1030-5 (tont); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPEL5 FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSf KERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1206 of 1298 FIELD NOTES DESCRIPTION OF A EXISTING 10' WIDE WATER LINE EASEMENTS PROPOSED TO BE ABANDONED (761 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 761 SQ. FT. IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING EXISTING 10' WIDE WATER LINE EASEMENTS DESCRIBED AS EXHIBIT F AND EXHIBIT G FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 761 SQ. FT. BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" marking the east corner of said Lot 1R and an interior corner of said remainder of 4.924 acre tract; from which an `X' found in concrete marking an angle point in the southeast line of said remainder of Lot 1R bears S 41° 58' 54" W a distance of 72.29 feet; THENCE, with the northeast line of said Lot 1R and a southwest line of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 53.02 feet to the POINT OF BEGINNING hereof; THENCE, over, across, and upon said remainder of Lot 1R for the following two (2) courses and distances: 1) 5 42° 00' 47" W a distance of 11.86 feet; 2) N 47° 59' 13" W a distance of 10.00 feet to a point from which the College Station monument C594-110 bears S 62° 07' 50" W a distance of 2,822.70 feet; THENCE, over, across, and upon said remainder of Lot 1R and said remainder of 4.924 acre tract, N 42° 00' 47" E a distance of 31.30 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following four (4) courses and distances: 1) 5 47° 46' 00" E a distance of 59.77 feet; 2) 5 86° 52' 07" W a distance of 14.05 feet; !Page 25-0915 MB AbanWLE2.docx sF 3) N 47° 46' 00" W a distance of 39.86 feet; 4) 5 42° 00' 47" W a distance of 9.40 feet to the POINT OF BEGINNING hereof and containing 761 sq. ft., more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE2.dwg. p F ............................ MICHAEL KONETSKI • •:: ••••fi531 �r /M-4,-/0"-/41-. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(kerrsurveuina.net I TBPELS Firm No. 10018500 3IPage 25-0915 MB AbanWLE2.docx I IvUl VAA .,I ►i.��'1 N/F CULPEPPER FAMILY L.P. j REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 1.18' N 41°2733" E 10.00' / i qjl' 1/ / / / / J ,6! / 0.369 ACRE WATER LINE EASEMENT (EXHIBIT C, 4090/242 OPRBCT) ASPHALT CONCRETE N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 3n L 48°32'27" E 106.24' JII i-�•- -"CENTER LINE W-8 N 48°32'27" W 96.24' EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,4615Q. FT.) (1389/222 ORBCT) POB 1/2 INCH IRON ROD FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOSCOUNTY,TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P08 = POINT OF BEGINNING CONCRETE w-8 1 zl I REVISED 1-7-2026 TO ADD LABELS 1lPaga N WATER VALVE 0 WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN FJ UTILITY POLE 0 LIGHT POLE/STANDARD E— GUY WIRE g A/C UNIT © GAS METER [] ELECTRIC SERVICE l TELEPHONE PEDESTAL O BOLLARD CHAIN LaJK FENCE -0-0- GREASE INTERCEPTOR N 48°30'11" W 10.00' GENERAL NOTES SCALE:1" = 30' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" FOUND (CM) BEARS 5 48° 32' 27" E 138.23' r r�� W8" W8" 6,704 SQ. FT. INGRESS O EGRESS EASEMENT (1389/231 ORBCT) W-8" - 1/2 INCH IRON ROD FOUND (CM) WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" BEARS S 48°30'11" E 137.05' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:1021126923, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF AN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 10.034 ACRE (1,4615Q. FT.) VOLUME 1389, PAGE 222, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must he uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERR5URVEYING.NETIKERRLANDSURVEYING.COM Page 1209 of 1298 'KERR FIELD NOTES DESCRIPTION SURVEYING OFAN EXISTING 10' WIDE SANITARY SEWER EASEMENT PROPOSED TO BE ABANDONED 0.034 ACRE (1,461 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.034 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 10' WIDE SANITARY SEWER EASEMENT FILED IN VOLUME 1389, PAGE 222 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.034 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found marking the north corner of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and an interior corner of said remainder of 4.924 acre tract from which the College Station monument CS94-110 bears 5 66° 21' 31" W a distance of 3,006.98 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement for the following three (3) courses and distances: 1) N 41° 29' 50" E a distance of 39.90 feet; 2) N 48° 32' 27" W a distance of 96.24 feet; 3) N 41° 27' 33" E a distance of 10.00 feet; THENCE, continuing partially over, across, and upon said remainder of 4.924 acre tract, passing at a distance of 1.18 feet the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot, and continuing on with the southwest line of said McDonald's tract and a northeast line of said remainder of 4.924 acre tract with the northeast line of said easement, 5 48° 32' 27" E a distance of 106.24 feet to a point from which a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the south corner of said McDonald's tract bears 5 48° 32' 27" E a distance of 138.23 feet; THENCE, over, across, and upon said remainder of called 4.924 acre tract and with said existing 10' wide sanitary sewer easement, 5 41° 29' 50" W a distance of 49.91 feet to a point on the northeast line of said Austaco tract from which a 1/2 ZIPage 25-0915 MB Aban55E.docx 41. as inch iron rod found with blue plastic cap stamped "KERR SURVEYING" marking the east corner of said Austaco tract bears S 48° 30' 11" E a distance of 137.05 feet; THENCE, with said northeast line of Austaco tract common with a southwest line of said remainder of 4.924 acre tract and the southwest line of said existing easement, N 48° 30' 11" W a distance of 10.00 feet to the POINT OF BEGINNING hereof and containing 0.034 acre (1,461 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI0126). Reference drawing: 25-0915-5 AbanSSE.dwg. "40/1-4t Michael tKonetski Registered Professional Land Surveyor No. 6531 RE195E01-7-2026 TO ADD L ABEL S 1/7/26 KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveus(7a kerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB Aban55E.docx „i I d :50' 4. N WATER VALVE 8 WATER METER 4- FIRE HYDRANT © SANITARY SEWER MANHOLE ©Q CLEAN OUT 4 STREET SIGN O UTILITY POLE )x LIGHT POLE/STANDARD E— GUY WIRE SCALE:1" = 30' E A/C UNIT m GAS METER ❑E ELECTRIC SERVICE LEGEND: 1' TELEPHONE PEDESTAL O BOLLARD DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS vv O (RAIN L11JK FENCE ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456= VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT'F', 4090/242 OPRBCT) -- W8 W8r 55=10"----551O-1 � 5 / / UTILITY EASEMENT (3883/301 OPRBCT) POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD ASPHALT / FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' PORTION OF A 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) 20' WIDE UTILITY EASEMENT (291/807 DRBCT) N 83°04'36" E 167.56' kt de /7/ 5 48°00'42" E 1?.61' N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 5 48°32'27" E 14.04' 3n W 8„ W 8„ (CONCRETE 10' WIDE SANITARY / I I SEWER EASEMENT (1389/222 ORBCT) I N/F / i CULPEPPER FAMILY L.P. / / REMAINDER OF CALLED / 4.924 ACRE TRACT / 4073/34 OPRBCT 5 83°04'36" W 189.13' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) / ASPHALT / 20' WIDE AERIAL UTILITY CONCRETE EASEMENT (1396/139 ORBCT) 1/2 INCH IRON ROD WITH — J REMAINDER OF LOT Ili 1 — _ ORANGE PLASTIC CAP THE RAMPARTS I 1 STAMPED 'HP MAYO RPLS 4512/277 OPRBCT 1 1 i i 5045' FOUND (CM) m N 47°48'16" W I I —I I FC\ 12.47' , I 1 \ VARIABLE WIDTH PUBLIC N 41°58'54" E 1 \ UTILITY EASEMENT (TRACT ONE, 16.08' _ I EXHIBIT A, 12294/73 OPRBCT) ru CITY OF COLLEGE STATION MONUMENT U ^ C594-110 BEARS 5 63°21'17" W 2, 840.90' -, 1 "P'1 11Page GENERAL NOTES 1 REVISED 1-7-2026 TO ADD LABELS 1. BEARING SYSTEM SHOWN IS NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 SQ. FT.) VOLUME 291, PAGE 807, DRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 1 EXHIBIT DATE: 08-21-2025 10B NUMBER: 25-09151 CAD NAME: 25-0915-S AbanUE1 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYSIaKERRSURVEYING.NETIKERRLANDSURVEYING.COM Page 1212 of 1298 a KERR FIELD NOTES DESCRIPTION 'SURVEYING OF PORTION OF AN EXISTING 20' WIDE UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.080 ACRE (3,466 5Q. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.080 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF A 20' WIDE UTILITY EASEMENT FILED IN VOLUME 291, PAGE 807 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS (DRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.080 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod with orange plastic cap stamped 'HP MAYO RPLS 5045' found marking the east corner of the remainder of Lot 1R, the Ramparts as filed in Volume 4512, Page 277 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the northeast line of said Lot 1R common with a southwest Tine of said remainder of 4.924 acre tract, N 47° 48' 16" W a distance of 12.47 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 1) N 83° 04' 36" E a distance of 167.56 feet; 2) 5 48° 00' 42" E, severing said easement, a distance of 12.61 feet to a point far corner from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 feet; said point for corner being the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT) and an interior corner of said remainder of 4.924 acre tract; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of said remainder of 4.924 acre tract, 5 48° 32' 27" E a distance of 14.04 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, 5 83° 04' 36" W a distance of 189.13 feet to a point far corner on the southeast line of said remainder of Lot 1R and on a northwest line of the remainder of called 4.924 acre tract; from which the College Station monument C594-110 bears S 63° 21' 17" W a distance of 2,840.09 feet; Wage 25-0915 MB AbanUE1.docx i THENCE, with said remainder of Lot 1R and said remainder of 4.924 acres, N 41° 58' 54" E a distance of 16.08 feet to the POINT OF BEGINNING hereof and containing 0.080 acre (3,466 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOI012B). Reference drawing: 25-0915-5 AbanUE1.dwg. 1/7/26 Michael Konetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026TOADDLABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net 1 TBPELS Firm No.10018500 3lPage 25-0915 MB AbanUE1.docx ( LOT 1, BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) \ \ i s \ ( 11 1 °, 11 CITY OF COLLEGE STATION MONUMENT C594-110 1' BEARS' 561°28'04"W 2,823.70' 1 \ 1A 30' WIDE PUBLIC ACCESS EASEMENT (12294/89 OPRBCT) •:\ \ VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) /<<. 1\ REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT \\ 4129 SQ. FT. WATER LINE EASEMENT .\ (EXHIBIT'D', 4090/242 OPRBCT) SCALE:1" = 30' VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 47°48'16" E 2.61' PORTION OF EXISTING PUBLIC UTILITY SS 9 EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) /. '/ REMAINDER \ C1 OF LOT 1R C2� THE RAMPARTS 4512/277 OPRBCT <,/ tit •N‘y /// / / GENERAL NOTES 1. 2. 3. 4. BEARING SYSTEM SHOWN 15 NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594.110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT � 6 ssQ,<T F /S `� �p 69l 9p7� op y���T*9T k F N. J 9 !,v _\__ 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPLS • 5045' FOUND (CM) LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING H WATER VALVE WI WATER METER 4- FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT 4 STREET SIGN p' UTILITY POLE 0 LIGHT POLE/STANDARD 55-1 GUY WIRE UT — ❑® A/C UNIT al GAS METER ELECTRIC SERVICE CI TELEPHONE PEDESTAL OO BOLLARD c CHAIN La1K FENCE VARIABLE WIDTH PUBLIC \ RADIUS=361.95' UTILITY EASEMENT (TRACT ONE, ARC DIST=84.77' EXHIBIT A,12294/73 OPRBCT) DELTA=13°25'10" X' FOUND IN CONCRETE (CM) REVISED 1-7-2026 TO ADD LABELS TANGENT=42.58' CHORD= 5 18°17'56" E 84.58' SURVEY EXHIBIT OF A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) 'TRACT ONE, EXHIBIT A,' VOLUME 12294, PAGE 73, OPRBCT OVER, ACROSS, AND UPON THE REM. OF LOT 1R, THE RAMPARTS VOLUME 4512, PAGE 277, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS TF ING "When one person stands to gain aver another, the facts must be uncovered" C2 RADIUS=363.50' ARC DIST=106.53' DELTA=16°47'31" TANGENT=53.65' CHORD= N 19°39'10" W 106.15' SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251 EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25.0915.5 AbanPUE4 POINT FILE: 22-1030-S (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS[a1KERRSURVEYING.NET1KERRLANDSURVEYING.COM Page 1215 of 1298 KE R R FIELD NOTES DESCRIPTION 'SURVEYING OFA PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.021 ACRE (906 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.021 ACRE IN THE JOSEPH E. SCO1T LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF AN EXISTING PUBLIC UTILITY EASEMENT DESCRIBED AS TRACT ONE, EXHIBIT A FILED IN VOLUME 12294, PAGE 73 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF LOT 1R, THE RAMPARTS AS DEPICTED ON THE PLAT FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.021 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northeast line of said Lot 1R, Ramparts being the southeasternmost corner of Lot 1, Block 1, Culpepper at TAMU Subdivision Phase 1 filed in Volume 19599, Page 63 (OPRBCT) and a west corner of the remainder of a called 4.924 acre tract described in a deed to Culpepper Family L.P. in Volume 4073, Page 34 (OPRBCT) from which the College Station monument C594-110 bears 5 61° 28' 04" W a distance of 2,823.70 feet; THENCE, with a southwest line of said remainder of 4.924 acre tract common with said northeast line of said Lot 1R, Ramparts, 5 47° 48' 16" E a distance of 2.61 feet; THENCE, over, across, and upon said Lot 1R, Ramparts and with the exterior lines of said existing public utility easement (12294/73 OPRBCT) for the following two (2) courses and distances: 1) With a non -tangent curve to the left having a radius of 361.95 feet, an arc length of 84.77 feet, a delta angle of 13° 25' 10", and a chord which bears 518° 17' 56" E a distance of 84.58 feet; 2) N 44° 33' 27" E a distance of 41.69 feet to a point on said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts; THENCE, with said southwest line of remainder of called 4.924 acre tract and said northeast line of the remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 47° 48' 16" E a distance of 15.46 feet to a 1/2 Wage 25-0915 MB AbanPUE4.docx At inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" found marking the east corner of said Lot 1R, Ramparts and an interior corner of said remainder of called 4.924 acre tract; THENCE, with a northwest line of said remainder of called 4.924 acre tract and the southeast line of said remainder of Lot 1R, Ramparts, with the exterior of said existing easement, 5 41° 58' 54" W a distance of 50.08 feet to a point from which an 'X' found in concrete marking an angle point in said remainder of Lot 1R bears 5 41° 58' 54" W a distance of 22.21 feet; THENCE, over, across, and upon said remainder of Lot 1R, Ramparts, and severing said existing public utility easement (12294/73 OPRBCT) with a non -tangent curve to the right having a radius of 363.50 feet, an arc length of 106.53 feet, a delta angle of 16° 47' 31", and a chord which bears N 19° 39' 10" W a distance of 106.15 feet to the POINT OF BEGINNING hereof and containing 0.021 acre (906 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanPUE4.dwg. etsL S. 1/7/26 Michael Ko ki Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-31951 Web: www.kerrlandsurveuina.com Surveus(Jkerrsurveuina.net I TBPELS Firm No.10018500 3IPage 25-0915 MB AbanPUE4.docx SCALE:1" = 30' LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 04 WATER VALVE O WATER METER FIRE HYDRANT ss SANITARY SEWER MANHOLE QQ CLEAN OUT O STREET SIGN p UTILITY POLE LIGHT POLE/STANDARD E— GUY WIRE A/C UNIT E) GAS METER ❑E ELECTRIC SERVICE C TELEPHONE PEDESTAL 0 BOLLARD CHAIN LIdIK FENCE 123/456 = VOLUME ANO PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION POB = POINT OF BEGINNING 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) LV—!---W— W-8i' W 8„ W -10" I �r55111"----5511T-- I � rr REMAINDER OF LOT 1R THE RAMPARTS 4512/277 OPRBCT N/F CULPEPPER FAMILY L.P. TAX ID #38611 4129 SQ. FT. WATER LINE EASEMENT (EXH.'0', 4090/242 OPRBCT) ..1/ CITY OF COLLEGE STATION MONUMENT C594-110 BEARS 5 63°4632" W . 2,788.63' N. N. 70" < is - u 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 /z OPRBCT) ui 03 N �p O W V N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 20' WIDE UTILITY EASEMENT (291/807 DRBCT) 4 m 5 48°00'42" E 25.89' by 5 48°32'27" E 4.11' W-8" - 10' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) (A) - WEST CORNER OFA CALLED 0.885 ACRE TRACT CONVEYED TO 0.369 ACRE WATER LINE McDONALD'S USA, LLC EASEMENT _(13830/83OPRBCT) (EXH.'C', 4090/242 FROM WHICH1/2INCH 1/ OPRBCT) _IRONRODFOUNDIN / ,\fix CONCRETE BEARS N 39°44 59" W 0.43' I , / 14 / O oy�' 00 PORTION OF EXISTING 1/2 INCH IRON ROD WITH ORANGE PLASTIC CAP STAMPED 'HP MAYO RPL55045' FOUND (CM) ASPHALT VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 0.160 ACRE (6,959 SQ. FT.) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, O6i 303/823-831DRBCT,10684/83 6 12294/51 OPRBCT) POB X'FOUND IN CONCRETE (CM) UT —I fir — REVISED 1-7-2026 TO ADD LABELS 11Page GENERAL NOTES Cl RADIUS=363.50' ARC DIST=26.84' DELTA=4°13'48" TANGENT=13.42' _ CHORD=N 25°56'02" W 26.83' C2 RADIUS=350.00' ARC DIST=10.74' _ DELTA=1°45'28" TANGENT=5.37' CHORD=N 29°58'25" W 10.74' 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. SURVEY EXHIBIT OF A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) EXHIBITS C AND D, VOLUME 4090, PAGE 242, OPRBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT AND THE REM. OF LOT 1R, THE RAMPARTS (4512/277, OPRBCT) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-09151 CAD NAME: 25-0915-5 AbanWLE1 POINT FILE: 22-1030-5 (cont); 25-0302 (job) DRAWN BY: TN CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM Page 1218 of 1298 KERB FIELD NOTES DESCRIPTION "SURVEYING OFA PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS PROPOSED TO BE ABANDONED 10.160 ACRE (6,959 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.160 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF EXISTING VARIABLE WIDTH WATER LINE EASEMENTS DESCRIBED AS EXHIBITS C AND D, FILED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 (OPRBCT) AND THE REMAINDER OF LOT 1R, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 0.160 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at an `X' found in concrete marking an angle point in the right-of-way of Church Avenue (a variable width right- of-way, 303/823-8310RBCT,10684/83 G 12294/51OPRBCT), marking an angle point in the southeast line of said remainder of Lot 1R, and a west corner of said remainder of called 4.924 acre tract, from which the College Station monument C594- 110 bears 5 63° 46' 32" W a distance of 2,788.63 feet; THENCE, with a southeast line of said Lot 1R common with a northwest line of said 4.924 acre tract, severing said existing easement, N 41° 58' 54" E a distance of 22.21 feet to a point from which a 1/2 inch iron rod found with orange plastic cap stamped "HP MAYO RPLS 5045" bears N 41° 58' 54" E a distance of 50.08 feet; THENCE, over, across, and upon said remainder of Lot 1R for the fallowing two (2) courses and distances: 1) With a non -tangent curve to the right and severing said existing easement, having a radius of 363.50 feet, an arc length of 26.84 feet, a delta angle of 04°13' 48", and a chord which bears N 25° 56' 02" W a distance of 26.83 feet; 2) N 41° 52' 06" E with said existing easement, a distance of 37.59 feet; THENCE, partially over, across, and upon said remainder of Lot 1R and partially over, across, and upon said remainder of called 4.924 acre tract, with the exterior of said easement, N 86° 52' 07" E a distance of 154.97 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract for the following two (2) courses and distances: 2IPag e 25-0915 MB AbanWLE1.docx 1) N 41° 52' 07" E with a northwest line of said easement a distance of 18.93 feet; 2) 5 48° 00' 42" E severing said easement a distance of 25.89 feet to the west corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT) being an interior corner of said remainder of 4.924 acre tract from which a 1/2 inch iron rod found in concrete bears N 39° 44' 59" W a distance of 0.43 foot; THENCE, with the southwest line of said McDonald's tract common with a northeast line of said remainder of 4.924 acre tract, severing said easement, 5 48° 32' 2T' E a distance of 4.11 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract and with said existing easement for the following three (3) courses and distances: 1) 5 41° 52' 07" W a distance of 31.34 feet; 2) 5 86° 52' 07" W a distance of 147.90 feet; 3) 5 41° 52' 06" W a distance of 65.86 feet to a point in said northeast right-of-way of Church Avenue; THENCE, with said right-of-way with a non -tangent curve to the right having a radius of 350.00 feet, an arc length of 10.74 feet, a delta angle of 01° 45' 28", and a chord which bears N 29° 58' 25" W a distance of 10.74 feet to the POINT OF BEGINNING hereof and containing 0.160 acre (6,959 sq. ft.), more or less. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanWLE1.dwg. // 1/7/26 Michael I(onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2026 TO ADO LABELS S KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com SurveusRkerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanWLE1.docx I 1z:/1'el t Jti' //, 'Q sFOg4- -Po \ \\\ O,Fo0 \q,9se4y\ \\ REMAINDER 0 �q OF LOT 1R THE RAMPARTS 4512/277 OPRBCT / / N41°58'54"E 20.00' ' / / // y�.L // SS-8" CITY OF COLLEGE STATION MONUMENTCS94-110 BEARS S 63°18'49" W 2,846.10' 1V / - 45 / N/F c•11 CULPEPPER FAMILY L.P. 1 REMAINDER OF CALLED \\ / l e 4•9/ 4.924 ACRE TRACT 9Se 1:9<F 4073/34 OPRBCT A 0,0 GT L1 9eCs 'r S 42°15'19" W 20.0 \GT SCALE:1" = 30' =- W 12" -12" — 5S-8" UT 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) (1396/139 ORBCT) �\ 9S FROM WHICH AN X' ON �9'LGS6p1)4 CURB S 42U15D 9CMW BEARS) 27' �990FF9,S 9 % \\ °`ylFss� 97 SQ. FT. POWER LINE EASEMENT J l qO (1387/323 ORBCT) 1. BEARING SYSTEM SHOWN IS NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS EXHIBIT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE EXHIBIT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. POB _ LEGEND: DRBCT= DEED RECORDS OF BRAZOS COUNTY, TEXAS OS F9s 6'99 Oti 're OPRBCT = OFFICIAL PUBLIC RECORDS OF RAZOS OUNTY, TEXAS 98/T' 9TF91\i31456(VOLIIMEANOPAGEFROM PUBLIC COUNTY RECORDS CONCRETE 11Pagc \/(' REVISED 1-7-2026 TO ADD LABELS ORBCT = OFFICIAL RECORDS OF BRAZOS `COUNTY, TEXAS N/F= NOW OR FORMERLY = RECORD INFORMATION POB = POINT OF BEGINNING N WATER VALVE • WATER METER -41- FIRE HYDRANT ss SANITARY SEWER MANHOLE Q CLEAN OUT 4 STREET SIGN p UTILITY POLE �( LIGHT POLE/STANDARD E— GUY WIRE AIL UNIT GAS METER El ELECTRIC SERVICE TELEPHONE PEDESTAL O BOLLARD CHAIN LI ' N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT SURVEY EXHIBIT OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) VOLUME 1396, PAGE 139, ORBCT OVER, ACROSS, AND UPON THE REM. OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS ETING "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 30 FEET SURVEY DATE: 07-18-20251EXHIBIT DATE: 08-21-2025 JOB NUMBER: 25-0915 CAD NAME: 25-0915.5 AbanUE2 POINT FILE: 22-1030-5 (cant); 25-0302 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM o/ Page 1221 of 1298 At KERR FIELD NOTES DESCRIPTION `SURVEYING OF AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT PROPOSED TO BE ABANDONED 0.094 ACRE (4,108 SQ. FT.) JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 0.094 ACRE IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING AN EXISTING 20' WIDE AERIAL UTILITY EASEMENT FILED IN VOLUME 1396, PAGE 139 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS (ORBCT) OVER, ACROSS AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED AS "TRACT 2" IN A DEED TO CULPEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID 0.094 ACRE BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a point on the northwest line of a called 0.516 acre tract described in a deed to Austaco II Real Estates Partners, Ltd. in Volume 2233, Page 93 (ORBCT) and on a southeast line of said remainder of called 4.924 acre tract, from which an "X" found on curb marking a south corner of said remainder of called 4.924 acre tract bears 5 42° 15' 19" W a distance of 81.27 feet; THENCE, over, across, and upon said remainder of 4.924 acre tract, N 48° 04' 54" W a distance of 205.35 feet to a point on the southeast line of the remainder of Lot 1R, the Ramparts filed in Volume 4512, Page 277 (OPRBCT) from which the College Station monument CS94-110 bears S 63° 18' 49" W a distance of 2,846.10 feet; THENCE, partially with said southeast line of remainder of Lot 1R common with said remainder of 4.924 acre tract, and partially over, across, and upon said 4.924 acre tract, N 41° 58' 54" E, passing at a distance of 10.50 feet a 1/2 inch iron rod found with cap stamped "HP MAYO RPLS 5045" marking the east corner of said remainder of Lot 1R, and continuing for a total distance of 20.00 feet; THENCE, continuing over, across, and upon said remainder of 4.924 acre tract, 5 48° 04' 54" E a distance of 205.45 feet to a point on said northwest line of 0.516 acre tract and said southeast line of the remainder of the called 4.924 acre tract; 21 ale 25-0915 MB AbanUE2.docx THENCE, with said Austaco tract, 5 42° 15' 19" W a distance of 20.00 feet to the POINT OF BEGINNING hereof and containing 0.094 acre (4,108 sq. ft.), more or Tess. Surveyed on the ground in 2025 under my supervision. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are surface distances. To obtain grid distances (not grid areas) divide by a combined scale factor of 1.00009532165377 (calculated using GEOID12B). Reference drawing: 25-0915-5 AbanUE2.dwg. 1/7/26 Michael onetski Michael onetski Registered Professional Land Surveyor No. 6531 REVISED 1-7-2O26TOADD LABELS KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Drive, Bryan TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com Surveusta kerrsurveuina.net I TBPELS Firm No. 10018500 Wage 25-0915 MB AbanUE2.docx Y r Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting lots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 1224 of 1298 ni 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION/ (465/605 DRBCT) 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT) 7.5' x 21' PUE (19913/41 OPRBCT) 10.50' WIDE PAE (19599/63 OPRBCT) ITEM 10p CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) LOT 1 BLOCK 1 VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2 INCH IRON ROD FOUND BEARS I S 63°29'20" W 0.24' L CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 5CI' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) r- 1 1 1 \ II \ \\ \ v \ \ o' \ � \ y\ \ / \ \ \ \\ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' I I L N 48°03'46" W 186.54' 'X' SET IN (PLAT CALL AND MEASURED, CONCRETE 4512/277 OPRBCT) LOT 2-R CALLED 3.185 ACRES THE RAMPARTS (4512/277 OPRBCT) 1L N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE r- (19599/63 OPRBCT) L6 I \<22 :2 \ \ \ 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) REMAINDER OF LOT 1-R 3.043 ACRES THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY, L.P. (4073/40 OPRBCT) VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE ORIGINAL PLAT N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19593/128 OPRIBCT) N \ N N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) RA ID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' N • N I . • 'X' FOUND 6N CONCRETE (CM) / ' - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=27°08'23" TANGENT=45.61' CHORD=N 61°35'16" W 88.67' 4512/277 OPRBCT CI 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) N 47°48'16" W 93.41' I I 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 OPRBCT) MAGNAIL WITH SHINER STAMPED 'JOE ORR' FOUND (CM) / / 30' WIDE 'USE IN COMMON' EASEMENT (319/1 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) ---,,. / / / _ / 1/2 INCH IRON ROD WITH r ' / ' ORANGE PLASTIC CAP [ _ STAMPED 'HP MAYO / RPLS 5045' FOUND (CM) * / 11.605 ACRE N/F CULPEPPER FAMILY, L.P. A PORTION OF THE REMAINDER OF CALLED 4.924 ACRE TRACT CURVE I RADIUS I ARC LENGTH I DELTA ANGLE C1 350.00' '114.32' 18°42'51" C3 374.50' 59.18' 9'M C4 344.50' 57.76' 9°36'25" C5 221.50' 115.98' 30°00'00" CHORD BEARING CHORD LENGTH N 38°27'07" W 113.81' N 03°54'47" W 59.12' N 05°25'02" E 57.70' S 63°00'42" E 114.66' JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' 0.369 ACRE WATER LINE EASEMENT (EXHIBIT'C', 4090/242 OPRBCT) (4073/34 OPRI3CT) (TRACT 2) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X'FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE(CM) UTILITY EASEMENT (12294/73 OPRBCT) pij, cn N co m u o N 48°01'06" W u 35.00' LLI CO (PLAT CALL AND j co MEASURED, 4512/277 a r, OPRBCT) MAGNAIL FOUND . • = o m CC LL, II II II I C1 RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=5 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) CERTIFICATE OF SURVEYOR STATE OF TEXAS COUNTY OF BRAZOS 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT UNPLATTED (CALLED S 48°32'21" E 243.34', 4073/34 OPRBCT) 5 48°32'27" E 243.30' 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) L2 MAGNAIL WITH (CALLED AND SHINER STAMPED MEASURED, 12294/51 'JOE ORR' FOUND (CM) OPRBCT) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) LOT 1 BLOCK 1 717 SUBDIVISION (10684/83 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) I, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Michael Konetski, R.P.L.S. No. 6531 J LINE L1 L2 L3 L4 L5 L6 L7 18 BEARING S 42°15'19" W N 47°48'32" W N 41°58'54" E N 09°51'14" W 5 81°54'55" W S 45°58'05" E S 78°00'42" E N 41°58'54" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS Er EGRESS EASEMENT (1389/231 OR13CT) N 48°30"I1" W 147.05' (CALLED N 48°32'21" W 147.00', 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831ORBCT, 10684/83 Er 12294/51 OPRBCT) CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS COUNTY OF BRAZOS 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT UNPLATTED We, Culpepper Family, L.P., owners and developers of the land shown on this plat, designated herein as CULPEPPER AT TAMU SUBDIVISION PHASE 2, BLOCK 1, LOT 2 AND THE RAMPARTS, LOT 1R-1 Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. Culpepper Family, L.P. By: Culpepper Holding, LLC, its General Partner BJohn Crenan fGl pp Manager STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared John Crenan Culpepper, Manager of Culpepper Holding, LLC, General Partner of Culpepper Family, L.P., known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and acknowledged to me that they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this cA day of iJanJCr-' ,202b. Notary Public, /3rcz 04 County, T COON %`"O�'', AMANDA HARRISON -.: Notary Public. State of Texas '� +� Comm. Expires 02-19-2029 __ Notary ID 135501414 DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 30' WIDE 'NO BARRIER' AREA (726/494 DRBCT) CERTIFICATION OF THE COUNTY CLERK Filed for Record Official Public Records Of: Brazos County Clerk On: 2/6/2026 9:27:24 AM In the PLAT Records Doc Number: 2026-1577808 Volume -Page: 20349 - 67 Number of Pages: 3 Amount: 72.00 Order#: 20260206000027 By: JS ERK, RAZ0SCCOUN ENGINEER Kimley>» Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY ( ) = RECORD INFORMATION PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS J SCALE: 1" = 30' 0 30 60 PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING UTILITY EASEMENTS J cc >- cc LLJ up CC CC >- CI LLJ 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CERTIFICATE OF ADMINISTRATOR of College Siation, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City of College Station, Texas CERTIFICATE OF CITY ENGINEER I, 54-01_ L. CAM, City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station 0". SOUTH COLLEGE AVENUE-SH 308 SUBJECT LOTS r CHURC Er - FINAL PLAT OF Fc cc TEXAS AEM UNIVERSITY VICINITY MAP NOT TO SCALE CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 <KER 'SURVEYING "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SHEET 1 OF 3 90 Feet Page 1225 of 1298 4 IR • NW GENERAL NOTES 1. COORDINATES AND BEARING SYSTEM SHOWN ARE NA083 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT C594-110 (N:10211269.23, E:3548882.98) AND AS ESTABLISHED BY GPS OBSERVATION. 2. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE FACTOR OF 1.00009532165377 (CALCULATED USING GEOID12B). 3. (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. 4. THIS TRACT LIES WITHIN FLOOD ZONE 'X' UNSHADED AND DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA SUBJECT TO THE 1% ANNUAL CHANCE FLOOD (100 YEAR FLOOD PLAIN) ACCORDING TO THE BRAZOS COUNTY FLOOD INSURANCE RATE MAP (FIRM) PANEL NO. 48041C0305F, REVISED DATE: 04-02-2014. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD LENGTHS, NOT ARC LENGTHS. 6. 1/2 INCH IRON RODS TO BE SET WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" AT ALL PROPERTY CORNERS AND ANGLE POINTS UNLESS OTHERWISE NOTED. 7. THE WAIVERS REQUESTED TO BE GRANTED BY THE PLANNING AND ZONING COMMISSION WERE APPROVED ON 10/02/25 FOR BLOCK LENGTH. 8. PROPOSED LAND USES: MULTIFAMILY, MIXED -USE, RETAIL. 9. EXISTING ZONING: NG-2 10. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY COLLEGE STATION UTILITIES (CSU). 11. ALL LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE FOR THE ZONIING CLASSIFICATION IN WHICH THEY LAY. 12. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS COLLEGE STATION UTILITIES. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL BE LOCATED IN UTILITY EASEMENTS THROUGHOUT THE SUBJECT PROPERTY. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 13. THIS PROPERTY FALLS WITHIN THE FLIGHT PATHS FOR TAKEOFFS AND LANDINGS OF THE EASTERWOOD AIRPORT AND MAY EXPERIENCE NOISE AND POSSIBLE VIBRATION FROM AIRCRAFT. 14. PUBLIC ACCESS EASEMENTS LOCATED WITHIN LCIT 2 ARE TO BE MAINTAINED BY LEGACY POINT PROPERTY OWNERS ASSOCIATION. 15. FOR THE PURPOSES OF THIS SUBDIVISION FOR REGULATION OF APPLICABLE DEVELOPMENT STANDARDS, LOT 2, BLOCK 1 AND LOT 1R-1 ARE CONSIDERED SEPARATE BUILDING PLOTS. 10'x5.5' PUE (TRACT FIVE, EXH. F, - 19913/41 OPRBCT) 7.5'x21'PUE (19913/41 OPRBCT) L VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION) (465/605 ORBCT) 40' RECIPROCAL EMERGENCY ) ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� / VARIABLE WIDTH PUE (19599/63 OPRBCT) PUBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A 1/2INCHIRON ROD FOUND BEARS S W 0.24' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) 50' WIDE RECIPROCAL - RIGHT-OF-WAY EASEMENT (4485/123 OPRBCT) 'X' SET IN CONCRETE 1 L_ L011 BLOCKY CULPEPPER AT AMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) _ l / (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) . THE RAMPARTS (4512/277 OPRBCT) • N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 OPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 122'14/73 OPRBCT) 'X' SET IN N/F CONCRETE ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL _ -• - DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) VARIABLE WIDTH PAE • • • • N N / N N N .1 • • • N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED CS REPLAY VARIABLE WIDTH PAE 20209/277 OPRBCT VARIABLE WIDTH 0.455 ACRE PUE C VARIABLE WIDTH PUE 20209/270 OPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) N N N 1N .4,, NN N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 'X' FOUND IN CONCRETE (CM) r / RAID US=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N of W 88.53' 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', -- 4090/242 OPRBCT) r N 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT'H', 4090/242 OPRBCT) / 7 I. I I I I I I I I I i , 1I 30' WIDE 'USE IN COMMON' EASEMENT (319/151 DRBCT) UTILITY EASEMENT (3883/301 OPRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) 5 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) r 1 • / / / / / / / / / / / / / / 1 / // // // / / / / / / BLOCK 1, LOT 21 1.665 ACRE / / / / JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACE 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE BEARS N 39°44'59" W 0.43' (CALLED 5 48°32'21" E 243.34', 4073/34 OPRBCT) 5 40 :IL L/ E 243.30' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIABLE WIDTH 0.455 ACRE PUE 4 ' \ 44. 441 (21 MAGNAIL WITH SHINER STAMPED IOE ORR' FOUND (CM) O N 48°01'06" W 35.00' (PLAT CALL AND MEASURED, 4512/277' OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' DELTA=Li u0 L� TANGENT=45.61' CHORD=N o• iu W 88.67' r; 01 Co �n CHURCH AVENUE / VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET 'X' FOUND IN CONCRETE (CM) 4,101 SQ. FT. PUBLIC UTILITY EASEMENT (12294/73 OPRBCT) Cl VARIABLE WIDTH PAE RADIUS=390.00' ARC DIST=13.63' DELTA=2°00'11" TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 OPRBCT) 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 'l0E ORR' FOUND (CM) 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. B 12294/89 OPRBCT) L2 (CALLED AND MEASURED,12294/51 OPRBCT) N/F TAM THE RISE PROPERTY LLC (13032/84 OPRBCT) LINE L3 BEARING N 47°48'32" W 81°54'55" W 45°58'05" E 78°00'42" E POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) 6,704 SQ. FT. INGRESS & EGRESS EASEMENT (1389/231 ORBCT) 4073/34 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) 1/2 INCH IRON ROD FOUND (CM) 'X' ON CURB FOUND (CM) LEG*CY POINT DRIVE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 6. 12294/51 OPRBCT) LOT 1 717 SUBDIVISION (10684/83 OPRBCT) TITLE COMMITMENT NOTES FOR LOT 1R-1, THE RAMPARTS, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE LOAN POLICY OF TITLE INSURANCE ISSUED BY UNIVERSITY TITLE COMPANY, FILE NO. 143864, DATED OCTOBER 31, 2014, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 2504259CS, EFFECTIVE DATE JULY 30, 2025. ITEMS LISTED ARE ADDRESSED AS FOLLOVVS: • FILE NO. 143864 ITEM 5c (4090/242; 4512/277 OPRBCT) VARIABLE WIDTH WATER LINE EASEMENTS DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5d / GF NO. 2504259CS 'TRACT TWO' (4485/123 AS SHOWN ON 4512/277 OPRBCT) AGREEMENT FOR 50' WIDE RECIPROCAL RIGHT OF WAY EASEMENT DOES (ROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5e (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5f (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPING EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5L (4512/277 OPRBCT) EASEMENTS ON PLAT DO CROSS THIS LOT AS SHOWN HEREON. • FILE NO. 143864 ITEM 5m (465/605 DRBCT) 40' ACCESS EASEMENT DOES NOT CROSS THIS LOT BUT DOES AFFECT ADJACENT TRACTS AS SHOWN HEREON. • GF NO. 2504259CS, (RESTRICTIONS 19564/1 OPRBCT) RESTRICTIONS DO APPLY TO LOT 2, BLOCK 1 HEREON. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. FOR LOT 2, BLOCK 1, CULPEPPER AT TAMU, THIS SURVEY PLAT WAS PREPARED TO REFLECT: THE TITLE COMMITMENT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO. 143907, EFFECTIVE DATE: 09-16-2014 AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM 10d: CALLED 10" SEWER LINE, 6" WATER LINE, AND AERIAL ELECTRIC LINES DO CROSS THIS SITE AS SHOWN ON A SEPARATE TITLE SURVEY OF THIS LOT; NOT SHOWN HEREON. CALLED PROPOSED 508 SQ. FT. DRAINAGE EASEMENT DOES NOT CROSS THIS LOT AND NOW LIES IN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE. CALLED PROPOSED 3252 SQ. FT. IS COVERED BY THE 4,101 SQ. FT. PUE (12294/73 OPRBCT) SHOWN HEREON. • ITEM 10e: (477/145 DRBCT) 20' PUE SHOWN ON PLAT IS OUTSIDE PLAT AREA OF PLAT 477/145 DRBCT AND THEREFORE IS NOT PLATTED BY THIS INSTRUMENT. THE 20' PUE REFERRED TO APPEARS TO CROSS THIS LOT IN THE AREAS COVERED BY EASEMENTS 291/807 DRBCT AND 19593/128 OPRBCT AND ADJACENT TO THIS LOT BY 19599/63 OPRI3CT; NO OTHER EASEMENT INSTRUMENTS FOUND AT THIS TIME FOR THIS CALLED 20' PUE. • ITEM 10f: (291/807 DRBCT) 20' PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10g: (335/476 DRBCT) 10' AND 7.5' PUEs DO NOT CROSS THIS LOT. • ITEM 10h: (1389/222 ORBCT) 10' SANITARY SEWER EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBIT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) • ITEM 10i: (1389/231 ORBCT) PEDESTRIAN AND VEHICULAR INGRESS & EGRESS EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM 10j: (1396/139 ORBCT) 20' AERIAL UTILITY EASEMENT DOES CR05514115 LOT AS SHOWN HEREON. • ITEM 10k: (4090/242 OPRBCT) WATER LINE EASEMENT DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM IOL: (4661/24 OPRBCT) 482 SQ. FT. UTILITY EASEMENT DOES NOT CROSS THIS LOT. • ITEM 10m: (200/621 DRBCT) 10' DRAINAGE AND PUE DOES NOT CROSS THIS LOT. PARTIALLY RELEASED IN VOL. 1389, PG. 217 ORM) DO NOT AFFECT THIS TRACT. THE EASEMENT AREA NOW LIES WITH THE CHURCH AVENUE RIGHT-OF-WAY (12294/51 OPRBCT). • ITEM 10o: (319/15 DRBCT) 30' WIDE "USE IN COMMON" AREA DOES NOT CROSS THIS LOT AND APPLIES TO THE CURB CUT ON THE NORTHWEST SIDE CIF THE MCDONALD'S TRACT. • ITEM 10p: (1387/323 ORBCT) 197 SQ. FT. POWER LINE EASEMENT DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT AS SHOWN HEREON. • ITEM 10q: (1589/17 ORBCT) LICENSE TO ENCROACH DOES NOT AFFECT THIS TRACT. • ITEM 10r: (1389/240 ORBCT) PARKING LICENSE AGREEMENT NO LONGER AFFECTS THIS TRACT (AREA NOW LIES WITHIN THE DEDICATED RIGHT-OF-WAY OF CHURCH AVENUE). • ITEM 10s: (4485/142 OPRBCT) RECIPROCAL EMERGENCY ACCESS EASEMENT DOES NOT CROSS THIS TRACT BUT DOES LIE NEAR LOT 1R-1. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. AND THE NOTHING FURTHER CERTIFICATE ISSUIED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. 1002-399137-A-RTT, DATED: 06-22-2025, AND ITEMS LISTED ARE ADDRESSED AS FOLLOWS: • ITEM a: (12294/73 OPRBCT) PUBLIC UTILITY EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM b: (12294/89 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES CROSS THIS LOT AS SHOWN. • ITEM g: (19564/1 OPRBCT) COVENANTS, CONDITIONS, AND RESTRICTIONS APPLY TO LOT 2, BLOCK 1. • ITEM h: (19593/128 OPRBCT) VARIABLE WIDTH PUE DOES CROSS THIS LOT AS SHOWN HEREON. • ITEM i: (19599/63 OPRBCT) PLAT OF LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 DOES NOT CROSS THIS LOT BUT DOES LIE ADJACENT TO THIS LOT. • ITEM j: (19636/235 OPRBCT) SPECIAL WARRANTY DEED DOES NOT CROSS THIS TRACT BUT DESCRIBES LOT 1, BLOCK 1, CULPEPPER AT TAMU SUBDIVISION PHASE 1 ADJACENT TO THIS LOT. • ITEM k: (19913/41 OPRBCT) PUE DOES NOT CROSS THIS LOT AS SHOWN HEREON. • ITEM L: (19913/63 OPRBCT) PUBLIC ACCESS AND LANDSCAPE EASEMENT DOES NOT CROSS THIS LOT. • ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 co cc LU UD CD CD CC CC CD up Or cr Lu LJU CC cc LL- 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS CURVE RADIUS ARC LENGTH DELTA ANGLE C2 363.50' 106.53' 16°47'31" SOUTH COLLEGE AVENUE-SH 308 LO CC >- SUBJECT LOTS CHURC FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH I 113.81' 106.15' 59.12' 57.70' 114.66' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-20251 PLAT DATE: 1-8-2026 POINT FILE: 22-1030-5 (coot); 25-0727 (job) DRAWN BY: 'FE CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 WWI MEI I NMI SHEET 2 OF 3 Page 1226 of 1298 4 N 41°58'54" E 10.06' THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES 10'x5.5' PUE (TRACT FIVE, EXH. F, 19913/41 OPRBCT) INSET 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET I 5 28°29'12" E 5.56' N 28°38'54" W 1.22' 7.5'x21'PUE (19913/41 DPRBCT) L- - VARIABLE WIDTH PAE (19599/63 OPRBCT) - ITEM 10p 10' RIGHT-OF-WAY ACCESS EASEMENT (12999/275 OPRBCT) TRACT "B" THE RAMPARTS 477/145 DRBCT NORTH RAMPARTS CONDOS N/F THE HAMLETS CORPORATION (465/605 DRBCT) u mi a h ti NI o • u,i M G1 W W El to in O WIo � O o'ru Z � vI JI nt 40' RECIPROCAL EMERGENCY ACCESS EASEMENT (477/145, I 517/705, DRBCT; 4485/123, 142 OPRBCT)� y 4 SCALE: 1" = 10' VARIABLE WIDTH PAE 5 62°53'19" W 7 11.45' 'X' FOUND IN CONCRETE (CM) BLOCK 1, LOT 2 1.665 ACRE CHURCH AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT,10684/83 0 12294/510PRBCT) VARIABLE WIDTH PUE (19599/63 OPRBCT) PIJBLIC WAY CENTERLINE (19599/63 OPRBCT) POINT FOR CORNER FROM WHICH A1/2 INCH IRON ROD FOUND BEARS 5 , s.. c. W 0.24' L - r oQ \ SET IN �u c„ (-kJCONCRETE L-14 o o CZ) CC' CULPEPPER DRIVE VARIABLE WIDTH PUE (TRACT ONE, EXHIBIT A, 12294/73 OPRBCT) LOT 1 BLOCK 1 CULPEPPER AT TAMU SUBDIVISION PHASE 1 (19599/63 OPRBCT) 7'/ (TOTAL PLAT CALL 393.67', 4512/277 OPRBCT) 5 47°48'16" E 300.26' 50' WIDE RECIPROCAL RIGHT-OF-WAY EASEMENT (4485/123 DPRBCT) N 48°03'46" W 186.54' (PLAT CALL AND MEASURED, 4512/277 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) N/F CULPEPPER FAMILY L.P. CALLED 4.963 ACRE TRACT 4073/34 OPRBCT UNPLATTED VARIABLE WIDTH PUE (19913/41 DPRBCT) 51.00' WIDE PAE (19599/63 OPRBCT) L6 N 13.5' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) THE RAMPARTS (4512/277 OPRBCT) LOT 1R-1 2.983 ACRES VARIABLE WIDTH PUE (TRACT ONE, EXH. A 12294/73 OPRBCT) N/F ST MARY CATHOLIC CHURCH PER BRAZOS APPRAISAL DISTRICT WEB MAP N/F REV GREGORY M AYMOND (4485/118 OPRBCT) 'X' SET IN CONCRETE VARIABLE WIDTH PAE n N N N N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT UNPLATTED EASEMENTS VARIABLE WIDTH PAE 20209/277 DPRBCT VARIABLE WIDTH 0.455 ACRE PUE _ _1----------------- - ------- L24 /C6 VARIABLE WIDTH PUE 20209/270 DPRBCT VARIABLE WIDTH PUE (19593/128 OPRBCT) 5 81°54'55" W 5.50' .r �.� 5 81°54'55" W r� �i�J,S\ r r 5.50' N N 30' WIDE PUBLIC ACCESS EASEMENT (TRACT ONE, EXH. A 12294/89 OPRBCT) VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) N • • 646 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'F', 4090/242 OPRBCT) 68.36' L13 I I- I I II ,.. . 1. 1 b'i- 'X' FOUND IN CONCRETE (CM) i RA ID U5=188.96' ARC DIST=89.36' DELTA=27°05'43" TANGENT=45.53' CHORD=N 61°36'37" W 88.53' 30' WIDE 'USE IN COMMON' EASEMENT (319/1d DRBCT) UTILITY EASEMENT (3883/3010PRBCT) 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) S 48°00'42" E 155.72' 20' WIDE UTILITY EASEMENT (291/807 DRBCT) \11 1 El I / 4129 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'D', 4090/242 OPRBCT) 5.5 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'I', 4090/242 OPRBCT) 142 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'H', 4090/242 DPRBCT) / r J... INSET%-L�--- • / / / / / / / / / / / / / 11 MAGNAIL WITH SHINER STAMPED (CM) oi 35.00' (PLAT CALL AND MEASURED, 4512/2771 OPRBCT) MAGNAIL FOUND - WITH SHINER (CM) RADIUS=188.96' ARC DIST=89.51' TANGENT=45.61' 5 41°58'54" W 193.47' (DEED CALL AND MEASURED, 12294/51 OPRBCT) INJ CO CO LO LL1 CC IJJ co co CC CC CO CC oCC 87.36' / // // // // L10 / f / / BLOCK 1, LOT 1.665 ACRE VARIABLE WIDTH PUBLIC UTILITY EASEMENT (TRACT ONE, EXH. A 12294/73 OPRBCT) 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' SET JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 POINT FOR CORNER FROM WHICH 1/2 INCH IRON ROD FOUND IN CONCRETE 0.369 ACRE WATER LINE EASEMENT (EXHIBIT 'C', 4090/242 OPRBCT) VARIA,BLE WIDTH PAE 'X' FOUND IN 4,101 SQ. FT. PUBLIC CONCRETE (CM) UTILITY EASEMENT - (12294/73 OPRBCT) Cl RADIUS=390.00' ARC DIST=13.63' TANGENT=6.82' CHORD=S 30°05'47" E 13.63' 780 SQ. FT. WATER LINE EASEMENT (EXHIBIT 'E', 4090/242 111.83' 20' WIDE SANITARY SEWER EASEMENT (1389/222 ORBCT) VARIABLE WIDTH 0.455 ACRE PUE 20' WIDE AERIAL UTILITY EASEMENT - (1396/139 ORBCT) MAGNAIL WITH SHINER STAMPED 9.5' WIDE PUBLIC ACCESS AND LANDSCAPE EASEMENT (TRACT TWO, EXH. 12294/89 OPRBCT) N/F CALLED 0.885 ACRE TRACI 13830/83 OPRBCT UNPLATTED VARIABLE WIDTH 0.455 ACRE PUE - 16.34' Ln LINE BEARING POINT OF BEGINNING 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) \ 131.47' 6,704 SQ. FT. INGRESS & EGRESS EASEMENT L17 130.71' 4073,134 OPRBCT) 30' WIDE 'NO BARRIER' AREA (726/494 ORBIT) 1/2 INCH IRON ROD FOUND (CM) (CALLED AND FOUND (CM) MEASURED, 12294/51 OPRBCT) LOKI POW ONE (A VARIABLE WIDTH RIGHT-OF-WAY, 303/823-831 DRBCT, 10684/83 & 12294/51 OPRBCT) FIELD NOTES DESCRIPTION OF A 4.648 ACRE TRACT JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 4.648 ACRES IN THE JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50, IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT OF LAND DESCRIBED IN A DEED TO CU1.PEPPER FAMILY L.P. RECORDED IN VOLUME 4073, PAGE 34 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT) AND THE REMAINDER OF LOT 1-R OF THE RAMPARTS (SUBDIVISION) FILED IN VOLUME 4512, PAGE 277 (OPRBCT); SAID 4.648 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING at a 1/2 inch iron rod found with blue plastic cap stamped "KERR SURVEYING" in the northwest line of University Drive (Farm to Market Road 60, being a variable width right-of-way based on TXDOT plans and multiple deed descriptions) at the south corner of a called 0.885 acre tract described in a deed to McDonald's USA, LLC in Volume 13830, Page 83 (OPRBCT); THENCE, with the northwest line of University Drive, same being the southeast line of said remainder of 4.924 acre tract, S 42° 50' 46" W, for a distance of 50.01 feet to a 1/2 inch iron rod with a blue plastic cap stamped 'KERR SURVEYING' found at the common eas- corner of said remainder of 4.924 acre tract and a called 0.516 acre tract of land described in a deed to Austaco II Real Estate Partners, LTD, recorded in Volume 2233, Page 93 of the Official Records of Brazos County, Texas (ORBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said 0.516 acre tract, N 48° 30' 11" W, for a distance of 147.05 feet to a 1/2 inch iron rod found at the north corner of said 0.516 acre tract; THENCE, continuing with said common line, S 42° 15' 19" W, at a distance of 149.82 feet passing a point at the west corner of said 0.516 acre tract and an easterly corner of a called 0.248 acre right-of-way tract for Church Avenue recorded in Volume 12294, Page 51 (OPRBCT), and continuing with the northeast line of said right-of-way for a total distance of 168.84 feet to an 'X' found on curb for the southwest corner hereof; THENCE, with the northeast line of Church Avenue (a variable width right-of-way, 303/823-831, 10684/83 & 12294/51 OPRBCT), being the northeast line of said 0.248 acre right-of-way deed, the following two (2) courses and distances: 1) N 47° 48' 32" W, a distance of 92.73 feet to a magnail with shiner stamped 'JOE ORR' found; and 2) with a curve to the right, having a radius of 350.00 feet, an arc length of 114.32 feet, a delta angle of 18° 42' 51", and a chord which bears N 38° 27' 07" W, a distance of 113.81feet, to an 'X' found in concrete on the southeast line of said Lot 1-R of the Ramparts; THENCE, with the northwest right-of-way of said Church Avenue for the following three (3) courses and distances: 2) With a non -tangent curve to the lel having a radius of 390.00 feet, an arc length of 13.63 feet, a delta angle of 3) 41° 58' 54" W a distance of 193.41 feet to a magnail with shiner stamped 'JOE ORR' found on said right-of-way marking the east corner of Lot 2-R of said Ramparts and the south corner of said Lot 1-R; THENCE, with said Lots 2-R and 1-R of the Ramparts for the following four (4) courses and distances: 1) N 48° 01' 06" W a distance of 35.00 feet to a magnail found with shiner; 2) With a curve to the left having a radius of 188.96 feet, an arc length of 89.51 feet, a delta angle of 27° 08' 23", 197 SQ. FT. POWER LINE EASEMENT (1387/323 ORBCT) N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT UNPLATTED DISTANCE 168.84' 92.73' 22.21' 17.80' 11.00' 22.81' 14.20' 50.08' 6.02' 251.21' 27.27' 14.20' 68.36' 8.50' 6.26' die 30' WIDE 'NO BARRIER' AREA (726/494 ORBCT) LO and a chord which bears N 61° 35'16" W a distance of 88.67 feet to an 'X' found in concrete; 3) With a reverse curve to the right having a radius of 188.96 feet, an arc length of 89.36 feet, a delta angle of 27° 05' 43", and a chord which bears N 61° 36' 37" W a distance of 88.53 feet to an 'X' found in concrete; 4) N 48° 03' 46" W a distance of 186.54 feet to an 'X' set in concrete on the northeast line of said Lot 2-R marking the south corner of Tract "B" of the Ramparts filed in Volume 477, Page 145 (DRBCT) and the west corner of said Lot 1-R; from which the City of College Station monument CS94-110 bears 57° 29' 23" W a distance of 2,399.42 feet; THENCE, with said Tract "B" and said Lot 1-R, N 42° 00' 06" E a distance of 351.02 feet to a point on the southwest line of Lot 1, Block 1 of Culpepper at TAMU Subdivision Phase 1, filed in Volume 19599, Page 63 (OPRBCT) marking the east corner of said Tract "B" and the north corner of said Lot 1-R; THENCE, with said southwest line of Lot 1, Block 1, Culpepper at TAMU Phase 1 and the northeast line of said Lot 1-R, THENCE, with the common line of said remainder of 4.924 acre tract and said Culpepper at TAMU Subdivision Phase 1, the following three (3) courses and distances: 3) with a curve to the right, having a radius of 374.50 feet, an arc length of 59.18 feet, a delta angle of 09° 03' 14", and a chord which bears N 03° 54' 47" W, a distance of 59.12 feet, to a point; and 4) with a compound curve to the right, having a radius of 344.50 feet, an arc length of 57.76 feet, a delta angle of 09° 36' 25", and a chord which bears N 05° 25' 02" E, a distance of 57.70 feet, to a point for the north corner hereof; THENCE, leaving the southeast line of said Culpepper at TAMU Subdivision Phase 1 and through said remainder of 4.924 acre tract, the following four (4) courses and distances: 3) with a tangent curve to the right, having a radius of 221.50 feet, an arc length of115.98 feet, a delta angle of 30° DO' DO", and a chord which bears 5 63° DO' 42" E, a distance of 114.66 feet, to a point; and 4) S 48° 00' 42" E, a distance of 155.72 feet to a point for corner from which 1/2 inch iron rod found bears N 39° 44' 59" W a distance of 0.43 feet, said point at the west corner of a called 0.885 acre tract of land described in a deed to McDonald's USA, LLC recorded in Volume 13830, Page 83 (OPRBCT); THENCE, with the common line of said remainder of 4.924 acre tract and said McDonald's tract, 5 48°32' 27" E, for a distance of 243.30 feet to the POINT OF BEGINNING hereof and containing 4.648 acres, more or less. ENGINEER Kimiey*Horn 614 HOLLEMAN DRIVE E SUITE 1100 COLLEGE STATION, TEXAS 77840 TEL: (979) 775-9595 STATE OF TEXAS REGISTRATION NO. F-928 LLJ LU CC CO CC CL Uzi CD CG LLI LL- 48°00'42" E N 48°00'42" W 41°59'18" W N 47°42'37" W N 42°15'19" E N 48°00'42" W N 41°59'18" E N 48°00'42" W 28°25'41" W 9.53' 131.30' 130.80' 7.38' 14.00' 67.28' 7.49' 184.85' 7.00' 52.36' 1/2 INCH IRON ROD WITH BLUE PLASTIC CAP STAMPED 'KERR SURVEYING' FOUND (CM) CURVE Cl C5 CB 01 RADIUS 350.00' 363.50' 344.50' 221.50' 178.50' 30.00' 187.00' 30.00' 364.50' 364.50' 369.00' 0 SCALE: 1" = 30' 30 60 90 Feet LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY PAE = PUBLIC ACCESS EASEMENT (BY THIS PLAT) PUE = PUBLIC UTILITY EASEMENT (BY THIS PLAT) 1 EXISTING ACCESS/RIGHT-OF-WAY EASEMENTS EXISTING UTILITY EASEMENTS ARC LENGTH 114.32' 106.53' 59.18' 57.76' 115.98' 96.13' 20.08' 111.53' 100.71' 15.99' 19.79' 7.24' 28.18' SOUTH COLLEGE AVENUE-5H 308 DELTA ANGLE 18°42'51" 16°47'31" 9°03'14" 9°36'25" 30°51'24" 38°20'37" 30°51'24" 30°32'16" 3°06'38" 1°08'19" 4°22'31" SUBJECT LOTS CHURC CZ LO CC LLJ rTh FINAL PLAT OF CHORD BEARING N 38°27'07" W N 03°54'47" W N 05°25'02" E 63°00'42" E N 63°26'24" W 58°50'23" E 63°00'42" E N 63°26'24" W 85°51'46" W 00°14'53" E TEXAS A&M UNIVERSITY VICINITY MAP NOT TO SCALE CHORD LENGTH 113.81' 106.15' 57.70' 114.66' 94.97' 19.70' 110.26' 99.50' 15.80' 19.79' 28.17' CULPEPPER AT TAMU SUBDIVISION PHASE 2 1.665 ACRE BLOCK 1, LOT 2 THE RAMPARTS 2.983 ACRES LOT 1R-1 BEING A 1.605 ACRE PORTION OF THE REMAINDER OF A CALLED 4.924 ACRE TRACT VOLUME 4073, PAGE 34, OPRBCT BEING A REPLAT OF THE RAMPARTS, LOT 1-R, VOLUME 4512, PAGE 277 OPRBCT TOTAL 4.648 ACRES JOSEPH E. SCOTT LEAGUE SURVEY, ABSTRACT No. 50 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER: CULPEPPER FAMILY, L.P., A TEXAS LIMITED PARTNERSHIP 1700 GEORGE BUSH DRIVE EAST, SUITE 240 COLLEGE STATION, TEXAS 77840 "When one person stands to gain over another, the facts must be uncovered" SCALE: 1 INCH = 30 FEET SURVEY DATE: 07-18-2025 I PLAT DATE: 1-8-2026 POINT FILE: 22-1030-S (cant); 25-0727 (job) DRAWN BY: TJF CHECKED BY: MK PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 1111111111111111111 SHEET 3 OF 3 Page 1227 of 1298 > \ dD \ N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT TAX ID #13581 & 13576 woo moo VARIABLE WIDTH HUE (19593/128 OPRBCT) ONO MEM N/F CULPEPPER FAMILY L.P. REMAINDER OF CALLED 4.924 ACRE TRACT 4073/34 OPRBCT 6L6 SQ. LT. JC WATER LI\E EASEVE\T — (EXHIB T 'E', L090/2L2 (DDBCT) 115 SQ. FT. WATER LI\LASEIVENT 16, (EXHIBIT 'G', 4090/242 0P3CT) r - 20' WIDE LTILITY EASEVIE\T (291/807 DP3CT) // / / / / / / r / / r / / r / / / �,- - r Culpepper Phase 2 -Easement A C ge Station, Texas gust 2025 CON/ EASE (319/15 9� — // // // // // ii 4 // V V 0\ E\T 3CT) / / r / r — — N/F MCDONALD'S USA, LLC CALLED 0.885 ACRE TRACT 13830/83 OPRBCT 20' WIDE SA\ITA RY SEWER EASEIVE\T (1389/222 O3CT) 0.369 ACE WATER LINE EASEV (EXHI3IT 'C', 4090/242 OP R ENT 3CT) 20' WIDE AERIAL' UTILITY EASEVENT� (1396/139 03CT) L VARIABLE WIDTH PU UTILITY EASEVE\T (12294/73 OPR3CT) 3LIC TREE PLA\TER 30X (TYPICAL) bandonrnent Exhibit II _ •iMD— —— 6, 704 SQ. FT. I\DESS 8c EGRESS EASEIV ENT (1389/231 OBCT) -- - N/F AUSTACO II REAL ESTATE PARTNERS, LTD CALLED 0.516 ACRE TRACT 2233/93 ORBCT fv1- # CHURCH AVE. i -- �i= GRAPHIC SCALE IN FEET 0 10 20 40 f2 CD w z Kimley» 614 Holleman Drive E, Suite 1100, College Station, Texas 77840 Ph: 979-446-0780 DWG NAM LAST SAVED K•\CST_CIVIL\069294104 - CULPEPPER STUDENT HOUSING\CAD\EXHIBITS\PHASE 2\20250821 - EASEMENT ABANDONMENT EXHIBIT\X2436-LANDSCAPE-PLANNING DWG 8/22/2025 1138 AM 1 NOTE THIS PLAN IS CONCEPTUAL IN NATURE AND ITHOUT THE BENEFIT OF A SURVEY, TOPOGRAPHY, UTILITIES, CONTACT Page 1228 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1229 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER /2y64.)-mi.,gmtadt4t, By: Title: cX) (77:Ata-4A, OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1230 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Robert Bosquez Title: Construction Ops Lead BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1231 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave, EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: )*.ar;L.nl Engt#.e.{r WELLBORN SUD By: Title: (Felt Arr1\4e) 09/24/2024 Page 6 of 8 Page 1232 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: / 5/S LJ`--i c, Y 1G%r 7z,--- 09/2412024 Page 6 of 8 Page 1233 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 725 University Dr - ABAN2025-000009 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. Cad (,�&r t5vtut fwJri City Engineer Building Official City of College Station City of College Station MAL4 Zoning Official City of College Station cijiw llLto u AkMt Electric Department City of College Station Public Works Director City of College Station Fire Marshal City of College Station Water Services Department City of College Station 3/18 Page 7 of 8 Page 1234 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: / / o-c CA-(1700 6e rge Bush Dr. E. Ste. 240 College Station, TX 77840 far+. 9 , L, P. 7/2020 Print Form I Page 8 of 8 Page 1235 of 1298 Docusign Envelope ID: 739BBBE6-D6CA-4D41-B50A-7FE8D64E4897 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: DocuSigned by: A.-z2 E 71351 X. AUSTACO II REAL ESTATE PARTNERS LTD P.O. BOX 160667 Austin, TX 78716 7/2020 Print Form Page 8 of 8 Page 1236 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 303 South College Ave. EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: jalee-Z- ,S) McDonald's USA, LLC 110 North Carpenter Street Chicago, IL 60607 Attn: Director, US Legal Dept. #283 (UC: 042-0109) IPrint Form I Page 8 of 8 Page 1237 of 1298 ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 761 SQUARE FOOT PORTION OF THE 10-FOOT-WIDE WATER LINE EASEMENTS, SAID PORTION LYING OVER, ACROSS, AND UPON CULPEPPER AT TAMU SUBDIVISION PHASE 2, ACCORDING TO THE INSTRUMENTS RECORDED IN VOLUME 4090, PAGE 242 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a 761 square foot portion of the 10-foot-wide Water Line Easement, said portion lying over, across, and upon Block 1, Lot 2 of the Culpepper at TAMU Subdivision, according to the instruments recorded in Volume 4090, Page 242, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1238 of 1298 ORDINANCE NO. Page 2 of 5 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1239 of 1298 ORDINANCE NO. Page 3 of 5 SCALE! 1' - 30' LEGERR EY'PFlL11Etf IMPS MUM 1Fi11 WWI - WANE. Ai willOf NUM MQEM. WOK O11Bn • DEEM R41K*ROWE4T irPQI8 MI 11:011 VAN& •14LUI ,MI FILL 11111 RJR. n111IY RV1Ij ILIF. ION IMF UN IRr 11.+ dn1a IIP111M1pI 1121-01.11 If EDEMA. — — _y,1 • R.E1' ' YARLF,MLELI11}T11fUE II9593fIal [MET] drrdr &viz&smar *WAIN' OW OP 11‘.. BURS SigT 13" } ▪ REMAINDFAOFLOT1R ZELAY • 1HE RAMPARTS 451M7OPRIX'T rbx 14 w rEPVit1l PI *MENEri11 -46- MIZEIEIHILT hMIINff 5MIA MIMI ELEFM DUI SIFEETSIEM # LUIUIYWLI )2( LINEAL4STAIPOIF c— SHIM MI ,kHurr ID • EILEIIE SEMCE ▪ 1LI0In1E RIMY'''. • BELLUE L1 5 42'00'47" W 11,86' La N 47°59'13"IN L3 5 85352417' W 141.05' Exhibit A N 47%5'10" W L5 4211O'43- W 5_40' E)L15TIT1G 10' WIDE WATER LINE EASEMEN75 I PROPDSE0 rO BE ABANBONEO {751 SU, FT.M E4E.Sq. FT. 'MIERLINE EASEMEMT IEahI WIT, 40S00.242OPgA[1) --' 59.7 S mow1 pOR i n559,R,WATEhLIN( EASEIWIIT ExHCIT'G'. 1090/242 CrafTj I 'ARIAKE W1OIH RJRLIC UMY EAE P.IENT 11284m dPRRL71 CULPEPPERFANILY CON�E� LP. 412950.fT.WMER1lXE TXIDHOED E45ElAERTLExHIiRTr, 4e9ef242 UPReLl1 +'T • iinfillf7E6(1111 ▪ 4, 11Pagc XIX Ix 1 J LALPEPPERFAMILYLP. REMIN[1ER11FCALLED 4 VoKFIETwin1 ,- 9031390Pp917 20',11RE LJnUF 164SEWIEMT VIlleOT Oogil. r ▪ 44 f I / / / r [ornETE PONTOF COl101MENCEMENT WAIN MN MD 119 FN MAT - RAW EAPS/1.16199 WV NU MIT FONla xxi 1 /7 ASPKALT NF CULPEPPER FAMILY LP. REAiIJNOER El CALLER 4.924 AE11E rR,1(i 40731340PReEr I MOW r.f.PD26T0-1kAh OW0 MORAL IIDIES L 5Y51EN SHOWN IS ILIOE3 FFE1J5 STATE NAME CIEFIM L 211E EFL HORo-r am Elm 1}E PIo161E0 EOdiOMTE# CF W ALE& STATION SIIM1TRL MONO NET 1.594.F1P IIt75r111269 i, ¢Edna E29iIJHDhSESTIauInEUErr1?3%6EHTA1ICIIL 2. WANKS SIMON HEEEUI ARE SURFACE EETMCES UNLESS TUERNASE hOTEO. TO EIMTAIM EFL DISTJMEES LOOT MEW! IE �'W! ERI IV r. (DWEIHEO SALE 'FALMIR OF LEE10193SENISI T RALi TEO i5Im1.1.=12OI213I. 1 0.4.1 IHEICA'LS (OEIEPOEUHI NOHuIIExr 14JXD OD USED ID t rAELImH E}FORM? EXIMMAFFS. 4. EMS EXHIBIT KM P1EP1EIEO M IOmIUXL1E111 IMIM A HELD PCB IEi011PT1411 ILL 11.5 EO,lJ 1EENJF1oi1. 114E MIM1 MD FILL* PI11F5 RREIIIIEFIO EO M BE ONE INUREMENT TIIEETIBL SURVEY Dana 01 FJI1511MG 1E1' W1aE MAR LINE EASEMENTS PROP4510 TO BE JEAXI NIE I BEL [646 SQ MID FNH.S17TT.) ROYAL 7615E. FT,j 4DLUME 4090, PA&E Z42,1tPR@ET !UDC. ACROSS, AMU UPON 1W NEPA. OF A [fJLED 4,9a6 MURAL]. YL1LlAlE ,PAGE 34,OPROCI AND 111E REM- OF LOT 1H, THE IRAMPDATS 05121277.OPIIBCT] IOSEPH E SORT LEAGUE SUIIVEx, ABSTRACT No_ 50 COLLIE STATIOW,I1e,ME05EOUNTY.TEXAS WEN aviarcon sFark torin EMIT 1I1di11r,'f Earl's mLrJ Er umowed' Si11i E WE.11 FEET SLEW? BATE : UT-12. I El.Te12141-22125 IOH ENVIER .,ANSEJAF2SIO55 IEEE -_ NWT I1EF.22.119[45Emrft341302 811 OF9IwU1.1.11F oEOBIr FIEF/AEI EO-NEFR 51IMIMI LIA 1EPEL : IrFL11QQ11'J11f, crop igincEposnio.m.!cum, rim Thor P FIE:152EX2.1145 SL19ETTS,FFERAiirMICeIm LIU! EMERI HG54F545'lNOXV4 Ordinance Form 8-14-17 Page 1240 of 1298 ORDINANCE NO. Page 4 of 5 KERR Exhibit A FIEID NOTES DESCRIPTION `SURVEYING OF A. EX15T1N G 10' WIDE WATER LIME EASEMENTS PRDPDSED TO BE ABANDOMEO I7€15q. FT.] JOS EPH E. SCOTT LEAGUE SURVEY, ABSTRACT Ile. 50 COLLEGE STATIO#I, BIRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF 7&1 SQ. FT. IN THE JOSEPH E. SEOTT LEAGUE SURVEY, ABSTRACT No. SO, IN CHIEF STATIDN, BRAIDS COUNTY, TEXAS, BEING EXISTING 10` WIDE WATER LINE EASEMENTS DESCRIBE° AS EXHI8FT F AN° EXHIBIT FI LED IN UOLEBM E 40911, PAGE242 Of THE OFFICIAL PUBLIC RECORDS OFBRAZOS CDUNTY,TEXAS [OPR9CTJ DWER, ACR055 AND UPON THE REMAINDER OF A CALLED 4.924 ACRE TRACT DF LA#ID DESCRIBED A5 "TRACT 2" Ill A DEED TO CULPEPPER FAMILY L.P. RECORDED IN 4DLUME 4.073, PAGE 34 [DPRBCT] AND THE REMINDER OF LOT IR, THE RAMPARTS FILED IN VOLUME 4512, PAGE 277 (OPR$CFI; SAID 761 5O. FT, BEING MIRE PARTICULARLY DF5CRI6ED 6Y METES AND BOUNDS AS FOLLOWS! CDWIENEIE at Winch iron rod laundwirh orange plastic op stamped 'HP MAYO APES 5°45'marlugthe cast corner of said Latin and an interi owner of said remainder of 4,924 acretratt; From which an'X' lound in concrete marking an angle pant in the seulheast line of said remainder at tat 1R bears S 419 58' 54" %V a distance of 72.29 tee: THENCE, with the norlheasl litre of said Lot 1R and a soulhwe5t line of said remainder of 4,924 acre had, H 41° 48' 15" IV a distance of 53121eet ro the POINT OFOEGO llIG hand; THENCE,. am, across, and upon said remainder of La11R tar the following two l2N Courses and distances: 5 42° OW 47' IV a distance of ii8b feet, H 47" 59' 13' w a distance of 10.00 feet ha a point tram which the Colkage Slarion monument C594.110 hears 5 62° [IT SD" W a distance at 2,022.70 leer; THENCE, wer. arra55, and upon said remainder of Lot IR and said remainder of 4,924 acre tract, N 429 DO' 4T E a dislaore of 31.30 led; THENCE, Goer, across, and upon said remainder of 4.924 Dore trDd Far the following four [#j coarser and distances: 11 S 4.7" 41T OD' E a distance at 59.77 Feet; 2) 5Ma5ti"p7'Wadislanceof14.05Feet 2IPage 25-0915 MB JthanWLE24amr I•"I ICI II Ordinance Form 8-14-17 Page 1241 of 1298 ORDINANCE NO. Page 5 of 5 IExhi bit A I H 47145:OD' Via distance of 39.86 feet; 7 5 fir QU' 47' W a Irstanre of 140 feet I c the PINT -if BEGIN HMG banal and containing 7 1 5g. ft, mare or fess. Surveyed on the graund in 2U25 under rnysuperuision,The bearing basis for thissurvey is based on the Texas State Plane Coordinate System aI 1981 Nb811331, Central Zane, Grid North as established from GPS chser/ation using the Lei 5marinet HRU83 11020111 Ipodr VOID Multi -year W145 solution ? {MYCS21. Gislances olnitibed herein are surface distances. To obtain grid distances [net grid areas' divide by a cominned scale tartar of IAO089532155377 [cafcuLled using 5E00D12Bj- Reference drawing: 25-0915. AbenWLE2.dwg. Michael Kanelski FtegisrPred Profesponal land Sumer Mo. 6531 REVISED 1-7Alai MAW LAWS 25.0915 MB J4banWLE2.docx KERR SURVEYING Kerr Surieying, LLC 1171f1 flriaraest Uwe, Bryarr TX 778O2 Urffice:1979j 268-31951 Web: wwothada id5ur jjpr r,c in Surueus@kerrsurweuinomel [TBPELS Firm No.10818500 311F,a Ordinance Form 8-14-17 Page 1242 of 1298 March 26, 2026 Item No. 9.13. Public Utility Easement Abandonment - 3735 Hardin Hills Dr Sponsor: Cole Gabelman, Graduate Engineer I Reviewed By CBC: City Council Agenda Caption: Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 550 sq ft portion of a generally 20-foot-wide Public Utility Easement, said easement lying over, across, and upon Lot 1, Block 18 of the Mission Ranch Subdivision Phase 403, generally located at 3735 Hardin Hills Drive, according to the plat recorded in Volume 18227, Page 77 of the Official Public Records of Brazos County, Texas. Relationship to Strategic Goals: • Core Services and Infrastructure • Diverse Growing Economy Recommendation(s): Staff recommends approval of the abandonment. Summary: The abandonment of a 10 ft portion of the 20 ft public utility easement is being requested by the applicant due to a desire to construct a swimming pool in the rear of the property where the easement is located. The 20 ft easement was originally dedicated as a plating requirement and is currently vacant. The easement abuts a 10 ft Public Utility Easement located in Common Area 52 in Mission Ranch Ph 403. A 10 ft public utility easement will remain on the rear property line. The public utility easement is located along the rear lot lines of all lots in Block 18 of the Mission Ranch Phase 403 Subdivision. Budget & Financial Summary: N/A Attachments: 1. Location Map 2. Ordinance 3. Vicinity Map 4. Abandonment Application Page 1243 of 1298 PORTION OF PUE TO BE ABANDONED 550 SO FT •}e • curie, ^ _i purposes 1t 8pey nof4epre_nt ^ cn-Nteyrouna cur, ei ,a ',pre (y+ ly pp r..w ianv-3$ iti bt *AI = t�s i • 6 i ORDINANCE NO. AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 550 SQUARE FOOT PORTION OF THE 20-FT WIDTH PUBLIC UTILITY EASEMENT, SAID PORTION LYING ALONG LOT 1, BLOCK 18, OF MISSION RANCH PH 403, ACCORDING TO THE PLAT RECORDED IN VOLUME 18227, PAGE 77 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application for the vacation and abandonment of a portion of the 20-ft Width Public Utility Easement, said portion lying over, across, and upon Lot 1, Block 18, of the Mission Ranch PH 403, according to the plat recorded in Volume 18227, Page 77, of the Official Records of Brazos County, Texas, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as the "Easement"); and WHEREAS, in order for the Easement to be vacated and abandoned by the City Council of the City of College Station, Texas, the City Council must make certain affirmative findings; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That after opening and closing a public hearing, the City Council finds the following pertaining to the vacating and abandoning of the Easement described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1. Abandonment of the Easement will not result in property that does not have access to public roadways or utilities. 2. There is no public need or use for the Easement. 3. There is no anticipated future public need or use for the Easement. 4. Abandonment of the Easement will not impact access for all public utilities to serve current and future customers. PART 2: That the Easement as described in Exhibit "A" be abandoned and vacated by the City. Ordinance Form 8-14-17 Page 1245 of 1298 ORDINANCE NO. Page 2 of 4 PASSED, ADOPTED and APPROVED this day of , 20_. ATTEST: APPROVED: City Secretary Mayor APPROVED: City Attorney Ordinance Form 8-14-17 Page 1246 of 1298 ORDINANCE NO. Page 3 of 4 FIELD NOTES FFESCRIPTION OF APORTION OF A ele PUBLI( UTILITTEJISEMENT PROPOSED TO BE ALANOONED JAMES ERWIN SURVEY. ABSTRACT NO. 119 €0LLE6E STATION, IRA20S COUNTY, TERM. - Exhibit A Jy FIELD NOSES DESCRIPTION OE A PORTION OF Jt 20' PUBLIC 11TlLITYEASEMENT 1EOICA1ED PRAT AND PROPOSED TOOF ARAJIDOCEED IN THE LIMES ERWIN SURREY, ABSTRACT N0.119, IN BRA205 COUEITY. TEXAS. BEING OVER, A€ROSS, AND UPON LOT 1, BLOCK 11OF MISSION RANCH SUBDIVISION, PHASE 403, EMLEI IN VOUJME laze', PAGE 77 OF THE OFFICIAL PUBLIC RECORDS OF BRIiiOi COUNTY, EEXASlePRBii};SKI EASEMENT BIIMG MORE PAR11€LILARLY 0ES( AWED 6Y METES AND OUNOS FOLLOWS COMIMENEINfr al a 1R inch rod lIFh a Plasm rap sramped'ILfRR 5118YEY:IG"found lot the west corner of sa.dial 1, Wick TO, same being the interior flrnerOI LOmrnOnArea 52 E Private Drainage Easement of said Mission Raruh Subdivision, Phase 603; THEE,,*artrirrwg asth the common line a1 €Drnmon Area S2 and the nurthwrst Iinr of Lai 1, Rkich 18, N r.4' 11' 2P E, a drstanoe of 10,00 tat to a point Par Carney and PONtT OF BEGINNING heceal. from whi€h Crty of College Siouan Marllmenr 1594-T17 beirs I17e" 36' re- E aditrarice al 6,139.AI', TNE1KE, (untrue ArthMt trunnion line al Common Area 52 and the aortlwres1 line of Lel 1, 91oLk 18, NM' $1' 21' E, a drstan[e of KLIS tut to a pant far farm: THENCE, atroRSsaid Lol 1, Block is, S•h6'49' W La dislarete of S5,00 Feet pa pc'rltfoe tamer in the common Pine at Lei 2 at tar 1,Elace1> THENCE, with the cammpn litre of Lots I E, 2, 6IPckI9r S 44' IV i!f W, a dish rKe el WAO tett Tula ptinr fur Corner. THENCE, across said toll 1, aka III. IN 45`iff 16-1N, a distance if 55.No Fee/ to 1hr ttralNT oP titE5NtNIMG hereof and z4ntamiog 55o solace feet, more Or I. Surveyed on the ground Septernbcr 2025.under my suptmsiao See plal preparedSeptembe. 2025 rev ether inform The bearing 4as 4 far rhrc survey .s based on the Texas Stare Plane [oc-dinale Syslem of 1983 {NAD931- Central Zone, 4rid Manly as esrabrished 1 rare GP5 UhservdIion v5,9 the Leda 5marrtner NAD63 INA29111 Epdch 201O Mrllr-year COPS Sduti0n 2 IMV(521. d4fan1RS destrrhed herein are gee chi ra ces. To Obtain surlart! Eistantes {na1 sacra€e areeS1 multiply by a Combined scale lariat of 1.4004995927736/6 {calculated useg G€OIJ1d61 Reference dt�wilrq:•ir.5-1157 ELalripower Ehister Registered Praiess+ienal Land Sumo N0.6537 2itSil6 ruv, nn o illy 02 is 2026 - Rnnyad m rriiect uru Cary n1 c COMnirnl 21-0r137_111611 ERR 5ti1VEY1N0 Hue 54r n'Npm LL€ I 11113 B I I2I s? Cr. td yin, DI 7702 N1i! 1111h2BE-319iI web. +w.'n.kt.Nrdswyekiru,,com turrr.0.+tr rsrw 1,c net11KfL5 Acre M2 Idrl195ea 1�i3ar3r Ordinance Form 8-14-17 Page 1247 of 1298 ORDINANCE NO. Page 4 of 4 lip 1111 auqg Li:Lio W 14Pi 11 liti 2 El ENE gtg g 11 IF t mjiii ‘ ft' P' I a 1 gg e? lg I t d1 `II11£ L.it 1 rE 1 Pio 1 Z ea...247 Q 4a, its as DIE Ordinance Form 8-14-17 Page 1248 of 1298 / VICINITY MAP ABANDONMENT OF PUBLIC UTILITY EASEMENT ARD1 ROCK PRAIRIE Rb W (a" 0 0.05 0.1 0.2 Miles t 1 1 1 1 1 1 1 1 L 0 RIVE fa it Q 0 - N NUKKER 4N NORTH• this product is for informational purposes and,(nay not have been prepared for or be suitable for legal. engineering. o• surveyng pur• . es. It does not •epresent an cn-theground survey - ¢'represents only the approximate relative location of prope boon. aneF.. Jo warranty s made by the City cf Callous,ggq(at(a( ion recardina specific accuracy or completeness / Paco 1 9d9 of 1998 -(kff' CITY OF COLLEGE STATION Home of 'Texas AcrM University' ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: ❑ Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) ❑ Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered. Please attach pages if additional information is provided. ❑ All exhibits processed (except for Exhibit No. 4, which will be processed by staff). ❑ Title report for property current within ninety (90) days or accompanied by a Nothing Further Certificate current within ninety (90) days. The report must include applicable information such as ownership, liens, encumbrances, etc. ❑ For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. ❑ For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. LOCATION OF RIGHT-OF-WAY/EASEMENT TO BE ABANDONED (include legal description): 3735 Hardin Hills Dr, College Station, TX 77845 Legal Description: Lot One (1), Block Eighteen (18), MISSION RANCH SUBDIVISION, PHASE 403, City of College Station, according to the plat recorded in Volume 18227, Page 77, Official Records, Brazos County, Texas. APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Jasen Coots E-mail jcoots@blackstonehomes.com Street Address 4501 Mills Park Cir, Ste 200 City College Station State TX Zip Code 77845 Phone Number979-696-4663 Fax Number PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name See attached E-mail _ Street Address: State Phone Number Zip Fax Number City Code The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. IF THIS APPLICATION IS FILED BY ANYONE OTHER THAN THE OWNER OF THE PROPERTY, this application must be accompanied by a power of attorney statement of the owner. If there is more than one owner, all owners must sign the application or power of attorney. If the owner is a company, the application must be accompanied by proof of e,uthattyror the comp resentative to sign the application on its behalf. 12/4/2025 Signature and title Date 09/24/2024 Page 1 of 8 Page 1250 of 1298 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right-of-way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, is a sealed metes and bounds description of the area sought to be abandoned, prepared by a Registered Public Surveyor. 3. Attached, marked Exhibit No. 2, is a copy of a plat or detailed sketch of that portion of the public right-of-way/ easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way/easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the abandonment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) Name None E-mail Street Address City State Zip Code Reason consent was not obtained: If objecting, points of objection: Name E-mail Street Address City State Zip Code Reason consent was not If objecting, points of objection: Name E-mail Street Address City State Zip Code Reason consent was not obtained: obtained: If objecting, points of objection: 09/24/2024 Page 2 of 8 Page 1251 of 1298 7. That the abandonment will not result in property that does not have access to public roadways or utilities because: There is an existing 10' PUE on the adjacent common area. We are abandoning 10' of the 20' PUE on this lot. This results in a total 20' PUE. 8. That there is no current public need or use for the easement or right-of-way because: There is an additional 20' of available public utility easement beyond the 10' being abandoned. 9. That there is no anticipated future public need or use for the easement or right-of-way because: There is an additional 20' of available public utility easement beyond the 10' being abandoned. 10. That all public utilities have access to serve current and future customers because: There is an additional 20' of available public utility easement beyond the 10' being abandoned. 11. Such public right-of-way/easement has been and is being used as follows: It is not currently being used. I swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. Signature and title Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS Subscribe wort o ore me, a Notary Public, this 441 day of Datih4030 by 1137. 09/24/2024 ABBY OLIVER My Notary ID # 131612067 Expires June 19, 2026 (11v Notary Public in dnd for the State of Texas Page 3 of 8 Page 1252 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station TX 77845 EXHIBIT NO. 1 Attached is a sealed copy of the metes and bounds description of the public right-of-way/easement situated in MISSION RANCH SUBDIVISION, PHASE 403 Addition/Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 09/24/2024 Page 4 of 8 Page 1253 of 1298 Exhibit A FIELD NOTES DESCRIPTION OF A PORTION OF A 20' PUBLIC UTILITY EASEMENT PROPOSED TO BE ABANDONED JAMES ERWIN SURVEY, ABSTRACT NO.119 COLLEGE STATION, BRAZOS COUNTY, TEXAS A FIELD NOTES DESCRIPTION OF A PORTION OF A 20' PUBLIC UTILITY EASEMENT DEDICATED BY PLAT AND PROPOSED TO BE ABANDONED IN THE JAMES ERWIN SURVEY, ABSTRACT NO. 119, IN BRAZOS COUNTY, TEXAS, BEING OVER, ACROSS, AND UPON LOT 1, BLOCK 18 OF MISSION RANCH SUBDIVISION, PHASE 403, FILED IN VOLUME 18227, PAGE 77 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT); SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: COMMENCING at a 1/2 inch rod with a plastic cap stamped 'KERR SURVEYING' found for the west corner of said Lot 1, Block 18, same being the interior corner of Common Area 52 & Private Drainage Easement of said Mission Ranch Subdivision, Phase 403; THENCE, continuing with the common line of Common Area 52 and the northwest line of Lot 1, Block 18, N 44° 11' 21" E, a distance of 10.00 feet to a point for corner and POINT OF BEGINNING hereof, from which City of College Station Monument C594-117 bears N 72° 36' 10" E a distance of 4,159.41'; THENCE, continuing with the common line of Common Area 52 and the northwest line of Lot 1, Block 18, N 44° 11' 21" E, a distance of 10.00 feet to a point for corner; THENCE, across said Lot 1, Block 18, 5 45° 48' 38" E, a distance of 55.00 feet to a point for corner in the common line of Lot 2 and Lot 1, Block 18; THENCE, with the common line of Lots 1 Er 2, Block 18, 5 44° 11' 21" W, a distance of 10.00 feet to a point for corner; THENCE, across said Lot 1, Block 18, N 45° 48' 38" W, a distance of 55.00 feet to the POINT OF BEGINNING hereof and containing 550 square feet, more or less. Surveyed on the ground September 2025 under my supervision. See plat prepared September 2025 for other information. The bearing basis for this survey is based on the Texas State Plane Coordinate System of 1983 (NAD83), Central Zone, Grid North as established from GPS observation using the Leica Smartnet NAD83 (NA2011) Epoch 2010 Multi -year CORS Solution 2 (MYCS2). Distances described herein are grid distances. To obtain surfac``distances (not surface areas) multiply by a combined scale factor of 1.00009959277366 (calculated using GEOID12B). Reference drawing./25-1157-B Davit Powell Brister 2/18/26 Registered Professional Land Surveyor No. 6537 Revision Date: 02-18-2026 — Revised to reflect the City of College Station Comments z., KERR SURVEYING Kerr Surveying, LLC 11718 Briarcrest Dr. Bryan, TX 77802 Office: (979) 268-3195 I Web: www.kerrlandsurveuinu.com Surveus(Aerrsurveuinu.net I TBPELS Firm No.10018500 26-0137 M&B SCALE: 1" = 20' 0 LINE Exhibit A 1 L1 I L2 20 LEGEND: DRBCT = DEED RECORDS OF BRAZOS COUNTY, TEXAS ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY RECORDS N/F = NOW OR FORMERLY () = RECORD INFORMATION P = PLAT (18227/77 OPRBCT) -r fl: cc cocaN U O n 40 BEARING N 44°11'21" E S 44°11'21" W DISTANCE 10.00' 10.00' 20' PUBLIC UTILITY EASEMENT (P) POINT OF BE6INNIN6 (CITY OF COLLEGE STATION MONUMENT C594-117 BEARS N 72°36'10 E 4,159.41') N 44°11'21" E 10.00' POINT OF COMMENCEMENT 1/2 INCH IRON ROD WITH A PLASTIC CAP STAMPED'KERR SURVEYING' FOUND (CM) 10' PUBLIC UTILITY EASEMENT (P) 20' PUBLIC UTILITY EASEMENT (P) COMMON AREA 52 & PRIVATE DRAINAGE EASEMENT (P) MISSION RANCH SUBDIVISION, PHASE 403 18227/77 (OPRBCT) ci LOT] BLOCK 18 N/F RONALD & KORI RICH CALLED LOT 1, BLOCK 18 MISSION RANCH SUBDIVISION, PHASE 403 20113/57 (OPRBCT) PORTION OF EASEMENT TO BE ABANDONED -550 5Q. FT. O� ♦ \ S 44°11'21" W 1/2 INCH IRON ROD WITH A 10.00' PLASTIC CAP STAMPED'KERR SURVEYING' FOUND (CM) \ GENERAL NOTES BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE (4203), GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION USING THE LEICA SMARTNET NAD83 (NA2011) EPOCH 2010 MULTI -YEAR COBS SOLUTION 2 (MYCS2). DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED. AREAS SHOWN AS "MEASURED" HEREON ARE CALCULATED FROM GRID DISTANCES. TO OBTAIN SURFACE DISTANCES (NOT SURFACE AREAS) MULTIPLY BY A COMBINED SCALE FACTOR OF 1.00009959277366 (CALCULATED USING GEOID12B). (CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO ESTABLISH PROPERTY BOUNDARIES. THIS SURVEY PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. EASEMENTS AND OTHER MATTERS MAY APPLY. THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE PLAT AND FIELD NOTES ARE INTENDED TO BE ONE INSTRUMENT TOGETHER. REVISION DATE: 02-18-2026 REVISED TO REFLECT THE CITY OF COLLEGE STATION COMMENTS. LOT 2 BLOCK18 EXHIBIT OF OF A PORTION OF A 20' PUBLIC UTILITY EASEMENT TO BE ABANDONED BEING OVER, ACROSS AND UPON LOT 1, BLOCK 18 MISSION RANCH SUBDIVISION, PHASE 403 VOLUME 18227, PAGE 77 OPRBCT JAMES ERWIN SURVEY, ABSTRACT NO.119 COLLEGE STATION, BRAZOS COUNTY, TEXAS "When one person stands to gain over another, the facts must be uncovered" SCALE:1 INCH = 20 FEET SURVEY DATE: 09-15-20251 PLAT DATE: 02-18-2026 JOB NUMBER:26-01371 CAD NAME: 26-0137-BOUNDARY POINT FILE: 25-1157 (coot); 25-1157 (job) DRAWN BY: WW CHECKED BY: DB PREPARED BY: KERR SURVEYING, LLC TBPELS FIRM#10018500 1718 BRIARCREST DRIVE, BRYAN, TEXAS 77802 PHONE: (979) 268-3195 SURVEYS1 KERRSURVEYING.NET1KERRLANDSURVEYING.COM 1 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO. 2 Attached is a copy of a plat or detailed sketch of the public right-of-way/easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting Tots, the block or blocks in which the portion of the public right-of-way/easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right-of-way/easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. 09/24/2024 Page 5 of 8 Page 1256 of 1298 I 1 FNF� ,1 1(` - LOT 1411 r. Exhibit No. 2 (coot) N. 1- 1 • OCS 125514RA10.L LP POamN OF Tr 10w2001 a bLLm 1 0: 70200 A0TRACT 3612/1n 91MS 0 /N1 tLORC! O1 WO! sr.00 0021 DABS P11 mACR 5. 101 ACR ,. 1 nIsewT, 1z» a.. i MO,..a1• m0 0.m• '..x an.6r 1Rr acH O 511,7.4:: MI "6IIar1'• a.. OM "mars. on MSS. IMrvN- Isar smyn 000 00104s 0330 .ra Ma10 41 I 001 Lminr u. P \ na masonSt 0.0 .OFr�1 1N1d.Mra•R S100 130191301 r ere 1'.7l 92Punrr • 1md) let 1 600 mama a1..{1 r .n l 1.4A61vrr as. J5.rn srtl *s1• 000011 d nr v 00 1.02..0ror1w r .....•r.r„T 41Y I 0 P 03/10 .Rr Y 20 1 4•,r,.3 011 1 Ma . are .'T MOUT .. as f ISr tlr Mt l ,1• m1R1.r u. :r Isr P•N mn 0 e� 3340/266 1.69011 MUM ROSE 101 G AT R, 16319/31.9/31 PUT, 10S0/165 Mar MIsm 026102 KO10.000 ARLANJI/ `2 / 4 .. R1 8 .). yA.r \. 11 .8 i2 "mini-1y 12 \�'7f6-m MO,..• \y. 13 \^. .mla-II66 •1 / b IS - R5R / .60 0600 • Nan 54,54 ark 1ALR.n1a. 7;: r (!/ v A JO FM V 10.0 Cr M22 *Aa(N TI 21. \' 2110 1;. ?11. A100440 PU11Fat' �161 / 1 1.1011/0 6 / NAnn Ya 1 r 2T 12$01 5` 20 \ is 5 2Y IMrnn CO • a4l wo r AREA. Ara 2 ram Ur Ms. rOsu6 RAMC 1103010 / Ir 1060002 RN.CN PUT, 15575/73 / RAT. 1.656/1.1 \ I \ a y _oar 8 _ 7 22' (• \ // wet 9r P.a7 8 /.• 18 E 17 1. 16 \ 'TM • J/`4'7 / l M /'r a-Mti awK P1` % ) a IR[ ��20 A id 1em0N1m!1OtM i• -- NsOWE -Me COMMON AREA 53 & PUE 0.08 201n•ly ^1 000.1 11� 5- n 6 w.01 Rua a I : RAT. 5575/7372/73 6 RAT, 1 /161 / / / • Hr - / LEGEND HACK L NO 1000 .y!'M •p''�'arc im"�l44 (1202 mSoX ' 112 YIO 4 M250 7 .• 96rmli.nr ra.a1.70 � n0�a�o S10 CAS 2r[ MOM .moo 011001i. (c.anie90003.sn3. 10 00 -.001002001 Mc M0 01.0101oay..""'1..K 4101040n. 6701M 16.0 00. 20. 00.. M. . 4/4 .M .m. •1A wee rum on rum Nue sew* 01 * *14 M. tor aeon M6 Mat - - - - - �...-.u... 0..MI 020210011100 ...P..,4 II. 10130321100. MO 0.M`"09140 Omar rrOY M 20 0 so 0 .°'MASS OV +a WO "®°'"" / / / .1 A / \ ARFA51 \ � NAtlt 11� 9 ND. 00 10 nor i^ 150 / / 1I ti r Ma 4. 12 R../d` Sax\ ♦.I• R 7 a nee !Coal E 16 Ry MA / i / t10111-1n1 S. 7 \ ?or n-Tsb Y .rs m1en• . G. a / Man 00. 03 L. OCS 1055109 14•..01, LP PORTION OF 040 R.0AD1 a tu1E0 270600 ACRE 1RRC1 autivl•ru ROWI / too P.M 61.11 '* II lltl Ra aMa tatiCOM Pr . .fv� MM*6am*s 1..I011..0• Mast PMM wnow.CCb M.o.6.e 00 Oa an Or COUGS 10•110 want 20 . 0.r ,003.0 0*12 a<■ 6•m .n 6*0N1* M �00.00 P® l40004 ice..... --. KM 5401 SIM a M. 1110 0.000a.1.wln .M P6 Mac C art M 00 eV 03 n.1) art-nt .•00NOL .a4....0 rm� war o, va ram a MA MESSED Mx ne O•MI NAM .. M 0011.100 PM Ra 0000.40.16 M 000.4 Vasa 1.M. 0660 IM *10m M• 0 66u00 0 CM * 49l DAM ameu06 ..• 000001 * .�i. r 2l520 \\ M .0o0Kaau M:•00..0./ Noma Olt Mom. 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OOS0.010330 Cs 1c0. 0000001 a•0. 1.1 MOOD law 00. ,01 au al001M 1.a. /.i am a Mara. 0 a.oa 9w MO / / 16 MOM 17 .1K5'0.1 Roam PHASE •02 \PU7. '6506/6t_. - 50 25 0 50 SCALE N MT NEL 2010 VICINITY MAP FINAL PLAT MISSION RANCH SUBDIVISION PHASE 403 10.223 ACRES BEING A ?ORISON OF THE REMAB2PR OF A CALLED 270.400 ACRE TRACT VOLUME 13142, PAGE IA IAMBS ERWIN SURVEY, A.119 COLLEGE STATION, BRAZOS COUNTY, TEXAS 32I.OTS BLOCK It, LOIS 1-13 BLOCK 20, LOTS 11.15 BI.CIC 24 LOTS I I-22 COMMON AREAS S2. 53, 54 * 66 SCALD en/ AOQGL66II SURVEYOR. 002131011101030 01212110 CIL 100.1.16.016.1.2 MUM w �,nl_ O .13.06 103.0.1.00.0 try mum ENGENEEL Maul Urn 000010 Page 1257 of 1298 1.1. ...1.........4.4 SURor lobo � :�:.."".L o 1 �.Ri mw a.,.s♦w r o-1 P. .'OM OPeRAR OF Ot. 0.1351 ..LVLLLaZIEL— OFF OF OF, al hoso. FINAL PLAT MISSION RANCH SUBDIVISION PHASE 403 10.223 ACRES BRING PORTION OF THE REMAINDER OF A CALLED 2703B0ACRE TRACT VOLUME 13142, PAGE 179 JAMES E WIN SURVEY, A-119 COLLEGE STATION. BRAZOS COUNTY, TEXAS 32 LOTS BLOCK IR LOTS 1.15 BLOCK 20. LOTS 11-13 BLOCK 2 . LOTS 11.22 COMMON AREAS 52. 53. 54 * 66 IVJEI••A AUCIUM 9INIZZIZELDBIL SURVEYOR. ENGINEER. .Pt...Pn.10 Il.3 4,0.. rem Mok.hollt, 13R.tN O.lao• .. ti YC tr•....>•nr` .tl.fo♦ Wknowo ORZT19/1 Page 1258 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO. The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENE By: Title: C4.9 ne*e A FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 0912412024 Page 6 of 8 Page 1259 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: NeCAaill ,e Title: 03/9 C`2 (`?X OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: 09/24/2024 Page 6 of 8 Page 1260 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: bei.k,?rue;M- Title: Cor,.S i i.ch: n1 12Derat 'or • c BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: S aatri}o'r 09124/2024 Page 6 of 8 Page 1261 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 OXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM BY: Title: BRYAN TEXAS UTILITIES By: �GG� Title: En ; � 'nr,•.-w Line Ay► WELLBORN SUD By: Title: 09/24/2024 Page 8 of 8 Page 1262 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right-of-way/utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. ATMOS ENERGY By: Title: FRONTIER By: Title: OPTIMUM By: Title: BRYAN TEXAS UTILITIES By: Title: WELLBORN SUD By: Title: .4 09124l2024 Page 6 of 8 Page 1263 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr. - ABAN2025-000010 EXHIBIT NO. 4 The undersigned, City staff of the City of College Station, certify that they have carefully considered the Application for Abandonment of the public right-of-way/easement referred to above from the standpoint of City of College Station ordinances and with respect to present and future needs of the City of College Station and see no objection to the requested abandonment from the City's standpoint. City Engineer City of College Station Zoning Official City of College Station (Pithevivi Avtif Electric Department City of College Station A//i Public Works Director City of College Station 15rtut 6464 Building Official City of College Station • Fire Marshal City of College Station Water Services Department City of College Station 09/24/2024 Page 7 of 8 Page 1264 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO.5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: NAME: ADDRESS: Ruth Rich 3731 Hardin Hills Dr College Station, TX 77845 IPrint Form I Page 8 of 8 7/2020 Page 1265 of 1298 Application for Abandonment of a Public Right-of-Way/Easement Location: 3735 Hardin Hills Dr, College Station, TX 77845 EXHIBIT NO. 5 The undersigned, owners of property abutting upon that portion of the public right-of-way/easement named and described in the Application for Abandonment of a Public Right-of-Way/Easement referred to above, do hereby consent to such abandonment. NAME: ADDRESS: Ruth Rich 3731 Hardin Hills Dr College Station, TX 77845 NAME: ��[ -.1k5' K+, '%,,- cdQr ADDRESS: J�7 Sr r�s�-✓ c-',Pte a C re!,cc i; la, s / 7 7ii-a? NAME: ADDRESS: NAME: ADDRESS: 7/2020 Print Form Page 8 of 8 Page 1266 of 1298 PROPERTY OWNER'S INFORMATION 3735 Hardin Hills Drive Owner 1 Ronald Rich 3735 Hardin Hills Dr College Station, TX 77845 Email: rich.sean13@gmail.com Phone: 979-450-2095 Signature Owner 2 (?, a.(4/;,,Th,„ Kori Rich 3735 Hardin Hills Dr College Station, TX 77845 Email: kori.rich12@gmail.com Phone: 979-450-2094 Date Signature IR/` Date ///744 g Page 1267 of 1298 LIMITED POWER OF ATTORNEY 12/4/2025 • Principal(s) (Granting the Power): o Sean Rich and Kori Rich O 3735 Hardin Hills, College Station, TX 77845 • Agent (Receiving the Power): o Blackstone Homes O 4501 Mills Park Circle, College Station, TX 77845 • Property Subject to Easement: The real property commonly known as 3735 Hardin Hills, College Station, TX 77845, which is legally described as Lot 1, Block 18 of Mission Ranch Subdivision, Phase 403. • Grant of Power: The Principals hereby appoint Blackstone Homes as their true and lawful Agent for the sole and limited purpose of pursuing the modification, abandonment, or relocation of a portion of the existing Public Utility Easement (PUE) located at the rear of the Property. • Specific Actions Authorized: The Agent is granted the full power and authority to perform all acts necessary to carry out the stated purpose, including, but not limited to, the power to: 1. Prepare and submit all necessary applications, forms, plats, and documents to the City of College Station (or other relevant municipal authority) and any affected utility companies. 2. Attend and represent the Principals at all meetings, hearings, or public notices required for the abandonment, relocation, or modification of the rear 10-foot portion of the Public Utility Easement. 3. Sign and execute any documents, agreements (including utility agreements, escrow instructions, or abandonment instruments), and certifications required to complete the reduction of the easement area. 4. Pay any fees, charges, or costs associated with the filing and processing of the applications related to the easement modification. • Term: This Power of Attorney shall become effective immediately upon the date of execution and shall remain in full force and effect until [February 4, 2026 or until the PUE issue is resolved ], unless sooner revoked by the Principals. Page 1268 of 1298 c�G Sean ich /14- ‘4 Kori Rich Signature Page Date ,2- S=L Date STATE OF TEXAS ACKNOWLEDGEMENT COUTY OF BRAZOS of Subcrib �and sworn to �e�r�me,by. Notary Public, this rn j� �UO� Y ABBY OLIVER My Notary ID # 131612067 Expires June 19, 2026 day Notary Public in and for the State of Texas Page 1269 of 1298 Updated Title Report CLIENT INFORMATION Report Date: 02/23/2026 Index Date: 02/15/2026 Order ID: 510-202-1-4955 Client Ref.: 24-2581-1X PO Number: BORROWER INFORMATION Borrower Name and Address as Submitted: RONALD RICH AND KORI RICH 3735 Hardin Hills Drive College Station, 1X 77845 Borrower Name and Address as Researched: Ronald Rich and Kori Rich, husband and wife 3735 Hardin Hills Dr College Station, TX 77845 County: Brazos TAX INFORMATION PARCEL IDENTIFICATION NUMBER: TAX VALUE INFORMATION Land Value: $98,000.00 Improvement Value: Total Value: $98,000.00 TAX OBLIGATION INFORMATION Tax Periods: Tax Year: Tax Amount: Tax Status: Document Type: Book/Page and Instrument Number: Grantor: Grantee: Comments: Document Type: Book/Page and Instrument Number: Grantor: Grantee: Comments: Annual 2025 Town/County - $1,868.72 Due 01/31/2026 445253 EXEMPTION INFORMATION None DEED INFORMATION General Warranty Deed With Vendor's Execution Date: 09/22/2025 Lien In Favor Of Third Party 20113, 57 and 1567803 Recorded Date: 09/23/2025 Blackstone Handcrafted Homes LLC, a Texas limited liability company Ronald Rich and Kori Rich, husband and wife Abstract Property. Special Warranty Deed Execution Date: 12/12/2024 19591, 289 and 1545590 Recorded Date: 12/17/2024 BCS Mission Ranch, L.P., a Texas limited partnership by: BCS Prairie Corp., a Texas corporation its general partner Blackstone Handcrafted Homes LLC The above document is the deed from the developer / builder. Page 1270 of 1298 MORTGAGE/DEED OF TRUST INFORMATION Document Type: Purchase Money Deed Of Trust Execution Date: 09/22/2025 Book/Page and Instrument 20113, 61 and 1567804 Recorded Date: 09/23/2025 Number: Loan Amount: $381,105.00 Maturity Date: 10/01/2055 Grantor: Ronald Rich and Kori Rich, husband and wife Beneficiary: Mortgage Electronic Registration Systems, Inc., solely as nominee for Fairway Independent Mortgage Corporation Trustee: Tina Sorum Open End: Closed JUDGMENT AND LIEN INFORMATION None found on record for Ronald Rich, Kori Rich and Blackstone Handcrafted Homes LLC. OTHER MATTERS OF RECORD Plat Map dated 09/16/2022 recorded in Book 18227, Page 77 and Instrument Number 1483743 on 09/16/2022. LEGAL DESCRIPTION The following described property, together with all improvements thereon, to -wit: Lot One (1), Block Eighteen (18), MISSION RANCH SUBDIVISION, PHASE 403, City of College Station, according to the plat recorded in Volume 18227, Page 77, Official Records, Brazos County, Texas. Page 1271 of 1298 Original Title Report SCHEDULE A Effective Date: 09/07/2025 at 8:00 AM GF No.: 24-2581-TX Commitment No. 24-2581-TX, issued 16th day of September, 2025 1. Policy or Policies to be issued are: a. Owner's Policy of Title Insurance (Form T-1) (Not applicable for improved one -to -four family residential real estate) Policy Amount: $ PROPOSED INSURED: b. Texas Residential Owner's Policy of Title Insurance One -to -Four Family Residences (T-1R) Policy Amount: $544,437.00 PROPOSED INSURED: Ronald Rich and Kori Rich c. Loan Policy of Title Insurance (Form T-2) Policy Amount: $382,155.00 PROPOSED INSURED: Fairway Independent Mortgage Corporation, and each successor in ownership of the indebtedness secured by the insured mortgage, except a successor who is an obligor under the provisions of Section 12(c) of the Conditions. Proposed Borrower: Ronald Rich and Kori Rich d. Texas Short Form Residential Loan Policy of Title Insurance (Form T-2R) Policy Amount: $ PROPOSED INSURED: Proposed Borrower: e. Loan Title Policy Binder on Interim Construction Loan (Form T-13) Policy Amount: $ PROPOSED INSURED: Proposed Borrower: f. OTHER Policy Amount: $ PROPOSED INSURED: 2. The interest in the Land covered by this Commitment is: fee simple. 3. Record title to the Land on Effective Date appears to be vested in: Blackstone Handcrafted Homes, LLC 4. Legal Description of Land: Lot One (1), Block Eighteen (18), MISSION RANCH SUBDIVISION, PHASE 403, City of College Station, according to the plat recorded in Volume 18227, Page 77, Official Records, Brazos County, Texas. T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1272 of 1298 SCHEDULE B EXCEPTIONS FROM COVERAGE In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorney's fees, and expenses resulting from: 1. The following restrictive covenants of record itemized below: Volume 18227, Page 77 , Official Records, Brazos County, Texas.Volume 11760, Page 264 , Official Records, Brazos County, Texas.Volume 12439, Page 80 , Official Records, Brazos County, Texas.Volume 14227, Page 270 , Official Records, Brazos County, Texas.Volume 14328, Page 205 , Official Records, Brazos County, Texas.Volume 14886, Page 284 , Official Records, Brazos County, Texas.Volume 14913, Page 54 , Official Records, Brazos County, Texas.Volume 14922, Page 190 , Official Records, Brazos County, Texas.Volume 14936, Page 92 , Official Records, Brazos County, Texas.Volume 15049, Page 1 , Official Records, Brazos County, Texas.Volume 15052, Page 206 , Official Records, Brazos County, Texas.Volume 15757, Page 153 , Official Records, Brazos County, Texas.Volume 16558, Page 288 , Official Records, Brazos County, Texas.Volume 16757. Page 250 , Official Records, Brazos County, Texas.Volume 16844. Page 25 , Official Records, Brazos County, Texas.Volume 17318. Page 49 , Official Records, Brazos County, Texas.Volume 17502, Page 197 , Official Records, Brazos County, Texas.Volume 17777, Page 1 , Official Records, Brazos County, Texas.Volume 18826. Page 284 , Official Records, Brazos County, Texas.Volume 18238, Page 237 , Official Records, Brazos County, Texas.Volume 18666, Page 222 , Official Records, Brazos County, Texas.Volume 19109, Page 118 , Official Records, Brazos County, Texas.Volume 19739, Page 209 , Official Records, Brazos County, Texas. 2. Any discrepancies, conflicts, or shortages in area or boundary lines, or any encroachments or protrusions, or any overlapping of improvements. 3. Homestead or community property or survivorship rights, if any, of any spouse of any insured. (Applies to the Owner's Policy only.) 4. Any titles or rights asserted by anyone, including, but not limited to, persons, the public, corporations, governments or other entities, a. to tidelands, or lands comprising the shores or beds of navigable or perennial rivers and streams, lakes, bays, gulfs or oceans, or b. to lands beyond the line of the harbor or bulkhead lines as established or changed by any government, or c. to filled -in lands, or artificial islands, or d. to statutory water rights, including riparian rights, or e. to the area extending from the line of mean low tide to the line of vegetation, or the rights of access to that area or easement along and across that area. (Applies to the Owner's Policy only.) 5. Standby fees, taxes and assessments by any taxing authority for the year 2025, and subsequent years; and subsequent taxes and assessments by any taxing authority for prior years due to change in land usage or ownership, but not those taxes or assessments for prior years because of an exemption granted to a previous owner of the property under Section 11.13, Texas Tax Code, or because of improvements not assessed for a previous tax year. (If Texas Short Form Residential Loan Policy of Title Insurance (T-2R) is issued, that policy will substitute "which become due and payable subsequent to Date of Policy" in lieu of "for the year 2025 and subsequent years.") 6. The terms and conditions of the documents creating your interest in the land. T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1273 of 1298 7. Materials furnished or labor performed in connection with planned construction before signing and delivering the lien document described in Schedule A, if the land is part of the homestead of the owner. (Applies to the Loan Title Policy Binder on Interim Construction Loan only, and may be deleted if satisfactory evidence is furnished to us before a binder is issued.) 8. Liens and leases that affect the title to the land, but that are subordinate to the lien of the insured mortgage. (Applies to Loan Policy (T-2) only.) 9. The Exceptions from Coverage and Express Insurance in Schedule B of the Texas Short Form Residential Loan Policy of Title Insurance (T-2R). (Applies to Texas Short Form Residential Loan Policy of Title Insurance (T-2R) only). Separate exceptions 1 through 8 of this Schedule B do not apply to the Texas Short Form Residential Loan Policy of Title Insurance (T-2R). 10. The following matters and all terms of the documents creating or offering evidence of the matters (We must insert matters or delete this exception.): a. All leases, grants, exceptions or reservations of the geothermal energy and associated resources below the surface of the land, together with all rights, privileges, and immunities relating thereto, appearing in the Public Records whether listed in Schedule B or not. There may be leases, grants, exceptions or reservations of the geothermal energy and associated resources below the surface of the land that are not listed b. Intentionally Deleted c. Any portion of subject property lying within the boundaries of a public or private roadway whether dedicated or not. d. Intentionally Deleted e. Rights of parties in possession. f. Rights of Tenants under unrecorded leases or rental agreements. g. Certain documents recorded in the public records may have language restricting land ownership or use because of race, color, creed, national origin, religion, disabilities, handicap, sex, or familial status (called herein "Personal Restrictions"). Federal law prohibits enforcement of such personal restrictions and even limits the ability of the title company to report or show them. To the extent such personal restrictions are contained in any documents listed as an exception to title in this insuring form, such personal restrictions or covenants are omitted from the exception. If the Company or its title insurance agent have provided copies of documents containing such personal restrictions or covenants, we are simply providing a true copy of the recorded document and do not publish, state, or simply such personal restrictions or covenants are enforceable. h. Easements, restrictions, reservations, covenants, zoning ordinances, set back lines, and/or dedication of roads, if any, as shown on the plat of Mission Ranch Subdivision Phase 403, as recorded in Volume 11760, Page 264 , Volume 12439, Page 80 , Volume 14227, Page 270 , Volume 14328. Page 205 , Volume 14886. Page 284 , Volume 14913, Page 54 , Volume 14922, Page 190 , Volume 14936. Page 92 , Volume 15049. Page 1 , Volume 15052, Page 206 , Volume 15757. Page 153 , Volume 16558. Page 288 , Volume 16757. Page 250 , Volume 16844, Page 25 , Volume 17318, Page 49 , Volume 17502, Page 197 . Volume 17777, Page 1 , Volume 18826, Page 284 , Volume 18238, Page 237 , Volume 18666. Page 222 , Volume 19109. Page 118 and Volume 19739. Page 209 , Official Records, Brazos County, Texas, and as set out and/or defined by the City of Bryan, Brazos County, Texas. i. Any liens that may heretofore have been created by reason of assessments rendered by the subdivision or the subdivision's owners association against the property herein T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1274 of 1298 Intentionally deleted k. All terms, conditions, and provisions of that certain Right of Way Easement from Jim Abbate and wife Grace Abbate to GTE Southwest Incorporated, in instrument dated March 23, 1992, recorded in Volume 1487, Page 95 , of the Official Records of Brazos County, Texas. 1. All terms, conditions, and provisions of that certain Right of Way Easement from Grace Stallone Abbate, et al to Wellborn Special Utility District in instrument dated February 2, 1999, recorded in Volume 3645, Page 294 , of the Official Records of Brazos County, Texas. m. Intentionally deleted n. All terms, conditions, and provisions of that certain Temporary Blanket Utility Easement from BCS Mission Ranch, LP to City of College Station in instrument dated February 6, 2018, recorded in Volume 14527. Page 60 , of the Official Records of Brazos County, Texas o. Intentionally deleted p. Intentionally deleted q. Intentionally deleted r. Intentionally deleted s. Intentionally deleted t. Intentionally deleted u. Intentionally deleted v. Intentionally deleted w. Intentionally deleted x. All terms, conditions, and provisions of that certain Repurchase Right as disclosed in Special Warranty Deed, in instrument dated March 18, 2024, recorded in Volume 19109, Page e 118 , of the Official Records of Brazos County, Texas. y. All oil, gas and other minerals and royalties of every kind and character, together with all rights, privileges and immunities relating thereto as set out in instrument from L.S. Boddie and Violda G. Booddie to R.S. Martin., dated April 8, 1946, and recorded in Volume 163, Page 388 , Deed Records of Brazos County, Texas. Title Company makes no representation as to the present ownership of this interest. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT) z. All oil, gas and other minerals and royalties of every kind and character, together with all rights, privileges and immunities relating thereto as set out in instrument dated March 8, 1995, and recorded in Volume 2310, Page e 15 , Deed Records of Brazos County, Texas. Title Company makes no representation as to the present ownership of this interest. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT) aa. All oil, gas and other minerals and royalties of every kind and character, together with all rights, privileges and immunities relating thereto as set out in instrument dated October 25, 2012, and recorded in Volume 10982, Page 82 , Official Records of Brazos County, Texas. Title Company makes no representation as to the present T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1275 of 1298 ownership of this interest. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT) bb. All oil, gas and other minerals and royalties of every kind and character, together with all rights, privileges and immunities relating thereto as set out in instrument from Grace Stallone Abbate to BCS Rock Prairie, LP, dated October 25, 2012, and recorded in Volume 10982, Page 241 , Volume 10982, Page 247 , Volume 10982, Page 253 , Official Records of Brazos County, Texas. Title Company makes no representation as to the present ownership of this interest. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT) cc. Oil, Gas and Mineral Lease by and between John Wheeler Barger, as Lessor, and BRW Land Services, as Lessee, dated January 14, 2013 and recorded in Volume 11145. Page 20 , Official Records of Brazos County, Texas. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT). dd. Oil, Gas and Mineral Lease by and between Grace S. Abbate and Charles Anthony Abbate, Co -trustees of the Jim Abbate Testamentary Trust, as Lessor, and Carr Resources, Inc., as Lessee, dated June 21, 2013 and recorded in Volume 11432, Page 83 , Official Records of Brazos County, Texas. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT). ee. Oil, Gas and Mineral Lease by and between Charles Abbate and Phyllis Abbate, as Lessor, and Carr Resources, Inc., as Lessee, dated June 21, 2013 and recorded in Volume 11432, Page 86 , Official Records of Brazos County, Texas. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT). ff. Oil, Gas and Mineral Lease by and between Willie Ann Mosley and Bobby Mosley, as Lessor, and Carr Resources, Inc., as Lessee, dated June 21, 2013 and recorded in Volume 11432, Page 88 , Official Records of Brazos County, Texas. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT). gg. Oil, Gas and Mineral Lease by and between Grace Stallone Abbate, as Lessor, and Carr Resources, Inc., as Lessee, dated June 21, 2013 and recorded in Volume 11432, Page 96 , Official Records of Brazos County, Texas. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT). hh. Oil, Gas and Mineral Lease by and between Pauline Abbate Middlebrook, as Lessor, and Carr Resources, Inc., as Lessee, dated June 21, 2013 and recorded in Volume 11432. Page 99 , Official Records of Brazos County, Texas. (TITLE TO SAID INTEREST NOT CHECKED SUBSEQUENT TO DATE OF AFORESAID INSTRUMENT). ii. All terms, conditions, and provisions of that certain Affidavit with easement to the public in instrument dated June August 23, 2018, recorded in Volume 14907, Page 156 , of the Official Records of Brazos County, Texas. jj. Easements and Building Lines as shown on plat (Illegible) of MISSION RANCH SUBDIVISION PHASE 403, as recorded in Volume 18227. Page 77 , Official Records, Brazos County, Texas. kk. Any rights, easements, interests or claims that may exist by reason of, or be reflected by, the following facts shown on the survey dated September 1, 2025 by Cody Karisch, RPLS No. 7004. 1. Wood Fence doesn't follow the property line. 2. Concrete driveway and Concrete walk encroaching 25' Building setback line and 15' Public Utility Easement along the front property line. 3. 20 feet Public Utility Easement along the rear property line. 4. 7.5 feet Building Setback Line along the both sides of the property line. T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1276 of 1298 SCHEDULE C Your Policy will not cover loss, costs, attorneys' fees, and expenses resulting from the following requirements that will appear as Exceptions in Schedule B of the Policy, unless you dispose of these matters to our satisfaction, before the date the Policy is issued: 1. Documents creating your title or interest must be approved by us and must be signed, notarized and filed for record. 2. Satisfactory evidence must be provided that: a. no person occupying the land claims any interest in that land against the persons named in paragraph 3 of Schedule A, b. all standby fees, taxes, assessments and charges against the property have been paid, c. all improvements or repairs to the property are completed and accepted by the owner, and that all contractors, sub -contractors, laborers and suppliers have been fully paid, and that no mechanic's, laborer's or materialmen's liens have attached to the property, d. there is legal right of access to and from the land, e. (on a Loan Policy only) restrictions have not been and will not be violated that affect the validity and priority of the insured mortgage. 3. You must pay the seller or borrower the agreed amount for your property or interest. 4. Any defect, lien or other matter that may affect title to the land or interest insured, that arises or is filed after the effective date of this Commitment. 5. Vendor's Lien retained in Deed, executed by BCS Mission Ranch, L.P. a Texas limited partnership to Blackstone Handcrafted Homes, LLC, dated December 12, 2024, filed December 17, 2024, recorded under Volume 19591, Pane 289 , of the Official Public Records of the Brazos County, Texas, securing Guaranty Bank & Trust, N.A in the payment of one note in the principal sum of $424,000.00 due and payable and bearing interest as therein provided; said Note being additionally secured by Deed of Trust to Kirk L. Lee, Trustee, recorded under Volume 19592, Page 1 , of the Official Public Records of the Brazos County, Texas; and all the terms, conditions and stipulations contained therein, including, but not limited to, any additional indebtedness, if any, secured by said instrument. An assignment of rents and leases, executed by Blackstone Handcrafted Homes, LLC, to Guaranty Bank & Trust, N.A., recorded on December 17, 2024 in Volume 19592. Pane 14 , Official Public Records, Brazos County, Texas. 6. Intentionally deleted 7. Company requires submission of copy of the Articles of Organization, and all amendments and supplements thereto, together with proof of registration with the State, and compliance therewith as to person(s) authorized to act on behalf of Blackstone Handcrafted Homes, LLC. 8. Proof that Homeowner's Association dues and/or assessments, if any, are paid current must be furnished prior to closing. 9. Require standard Affidavit of Debts and Liens be executed by seller at or before closing. If any additional debts or liens are listed that may attach to the subject property other than the aforementioned deed of trust, contact the T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1277 of 1298 Examination Department immediately for further instruction prior to proceeding with closing 10. The purchasers in this transaction have been checked for Abstracts of Judgment and/or Federal Liens, or other Involuntary Liens. In the event said purchasers should undertake to convey, mortgage, or otherwise hypothecate said interest being acquired by them, this file is to be returned to the examination staff for further opinion prior to closing the new transaction. 11. Company must be furnished with a properly executed Waiver of Inspection signed by the Purchaser. 12. Procedural Rule P-27 as provided for in Article 9.39 of the Texas Insurance Code requires that "Good Funds" be received and deposited before a Title Agent may disburse from its trust fund account. If monies in excess of $1,500.00 are required to the paid by the Borrower or Seller, Title Agent must be provided with Certified Funds or a Cashier's Check. IMPORTANT NOTICE RE: TIMING OF DISBURSEMENT OF FUNDS: In accordance with state and federal regulations, as well as the Best Practices set forth by the American Land Title Association adopted by our agency, the settlement agent will not fund or disburse funds after closing until all incoming deposits have been "collected" by our financial institution. Since WIRES are considered "collected" upon our notice of the wire by our financial institution, we strongly prefer and recommend that the funds sent for closing are sent by wire. While CASHIER'S CHECKS made payable to settlement agent are currently accepted as "Good Funds" under state law, please note that we will not fund and disburse on your closing date because it can take up to three additional business days to obtain confirmation that our financial institution has "collected" these funds. 13. Copies of Borrowers and Sellers Drivers License are to be sent to the Title Company for ID. 14. House Bill 2061, effective March 29, 2007, requires that a specific notice set forth in the bill be on the top of the first page of every deed and deed of trust transferring an interest in property to or from an individual: NOTICE OF ONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. 15. Effective May 1, 2019, a Guaranty Assessment Recoupment Charge of $2.00 must be collected for each owner's policy and each loan policy sold on a Texas property. The $2.00 fee will be collected from the person/entity paying for the policy. Title agents are required to collect, remit, and report the guaranty fees on a quarterly basis to the Texas Title Insurance Guaranty Association (TTIGA). 16. Except in an exempt transaction, the Company must be furnished with seller's social security number or tax identification number and all other information necessary to complete IRS Form 1099B. 17. NOTE TO CLOSER: survey dated September 1, 2025 by Cody Karisch, RPLS No. 7004., has been reviewed and is accepted for land title insuring purposes - (If date of survey exceeds 6 months, company additionally requires closer to obtain a properly executed T-47 Affidavit stating that only the demonstrated patio extension has been added to the property since the date of the survey.) The following deeds found of record: Deed Type: Special Warranty Deed Grantors: BCS Mission Ranch, L.P. a Texas limited partnership Grantees: Blackstone Handcrafted Homes, LLC Instrument No. 1545590 Dated: December 12, 2024 Recorded: December 17, 2024 Consideration: $10.00 Volume: 19591 Page: 289 T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1278 of 1298 Deed Type: Assumption Special Warranty Capital Contribution Deed Grantors: BCS Prairie Corp., a Texas corporation Grantees: BCS Mission Ranch, L.P., a Texas limited partnership Instrument No. 1288247 Dated: December 14, 2016 Recorded: February 03, 2017 Consideration: $10.00 Volume: 13842 Page: 179 Countersigned: SkEike, License #: 2311321 Authorized Signatory T-7 (05-2021) Commitment for Title Insurance Schedules Effective 1-3-2014 Issued by: Essent Title Insurance, Inc. Page 1279 of 1298 SCHEDULE D The information contained in this Schedule D does not affect title to or the lien upon the land described in Schedule A hereof, to be insured in any policy(ies) of title insurance to be issued in accordance with this Commitment. Pursuant to the requirement of Rule P-21, Basic Manual of Rules, Rates and Forms for the Writing of Title Insurance in the State of Texas, the following disclosures are made: 1. The following individuals are directors and/or officers, as indicated, of Essent Title Insurance, Inc: William Higgins DIRECTORS: Robert Glanville OFFICERS: Mark Casale Roy Kasmar William Higgins, President Angela Heise Doug Pauls David Weinstock, CFO Henna Karna Mary Gibbons, Secretary Essent Title Holdings, Inc. owns 100% of the stock of Essent Title Insurance, Inc. 2. The following disclosures are made by the Title Insurance Agent issuing this Commitment: a. Shareholders, owners, partners, or other persons having, owning, or controlling one percent (1%) or more of the title agent are: Green Water Adventures, LLC (20%), Amstad Development, LLC (40%), Jason A Starkey (20%), Honey Harsh LLC (20%) b. Shareholders, owners, partners, or other persons having, owning, or controlling ten percent (10%) or more of an entity that has, owns, or controls one percent (1%) or more of the Title Insurance Agent are: Justin Henneke, Matthew L Johnson, Jasen Daniel Coots, Skylar Eike c. If the Title Insurance Agent is a corporation, the following is a list of members of the Board of Directors: d. If the Title Insurance Agent is a corporation, LLC, an LP, or an LLP, the following is a list of its officers and/or managers and/or managing partner(s) (with titles): Jason A Starkey: President, Skylar L Eike: On -Site Manager e. For the purposes of this paragraph 2, "having owning, or controlling: includes the right to receipt a percentage of net income, gross income, or cash flow of the Agent or entity in the percentage stated in subparagraphs (a) or (b): 3. You are entitled to receive advance disclosure of settlement charges in connection with the proposed transaction to which this Commitment relates. Upon your request, such disclosure will be made to you. Additionally, the name of any person, firm or corporation receiving a portion of the premium from the settlement of this transaction will be disclosed on the closing or settlement statement. You are further advised that the estimated title premium* is: Owner's Policy $ 3,174.00 Loan Policy $ 100.00 Endorsement Charges $ 190.95 Other $ Total $ 3,464.95 Of this total amount $519.74 (or 15 %) will be paid to the policy issuing Title Insurance Company; $2,945.21 (or 85%) will be retained by the issuing Title Insurance Agent; and the remainder of the estimated premium will be paid to other parties as follows: TEXAS FORM T-7 TEXAS COMMITMENT FOR TITLE INSURANCE SCHEDULE D Effective t-1-2025 Page 1280 of 1298 AMOUNT (or %) (or %) (or %) TO WHOM FOR SERVICE *The estimate premium is based upon information furnished to us as of the date of this Commitment for Title Insurance. Final determination of the amount of the premium will be made at closing in accordance with the Rules and Regulations adopted by the Commissioner of Insurance. This Commitment is invalid unless the insuring provisions and Schedules A, B and C are attached. TEXAS FORM T-7 TEXAS COMMITMENT FOR TITLE INSURANCE SCHEDULE D Effective I-I-2025 Page 1281 of 1298 LETTERMAN TITLE Nothing Further Found Certificate RE: 3735 Hardin Hills Drive College Station, TX 77845 Legal Description: Lot One (1), Block Eighteen (18), MISSION RANCH SUBDIVISION, PHASE 403, City of College Station, according to the plat recorded in Volume 18227, Page 77, Official Records, Brazos County, Texas. Effective of Certificate Date: 10/31/2025 Original Date of Title Report: 09/07/2025 Buyer Name: Ronald Rich and Kori Rich 1/7/26 Enclosed is the title report for the above referenced property. Nothing further has been found since the date of Ronald Rich and Kori Rich purchase of the property on September 22, 2025 Sincerely, Skylar Eike Letterman Title ILetertn riTltle.om * 3451 Greens Prairie Rd, Suite 200, Cole Station, TX 77845 k 0+,20 LETTERMAN TITLE Nothing Further Found Certificate - Updated 2/23/26 RE: 3735 Hardin Hills Drive College Station, TX 77845 Legal Description: Lot One (1), Block Eighteen (18), MISSION RANCH SUBDIVISION, PHASE 403, City of College Station, according to the plat recorded in Volume 18227, Page 77, Official Records, Brazos County, Texas. Effective of Certificate Date: 02/15/2026 Original Date of Title Report: 09/07/2025 Buyer Name: Ronald Rich and Kori Rich Enclosed is the title report for the above referenced property. Nothing further has been found since the date of Ronald Rich and Kori Rich purchase of the property on September 22, 2025 Sincerely, Skylar Eike Letterman Title ILetertn riTltle.om * 3451 Greens Prairie Rd, Suite 200, Cole Station, TX 77845 k 0; 179,.`31i,2022 March 26, 2026 Item No. 9.14. Resolution amending Consolidated Plan and 2025 Annual Action Plan: Reprogram $485,680.00 of CDBG funds to Rental Housing Rehabilitation Sponsor: Raney Whitwell, Community Development Analyst Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding the adoption of a resolution regarding a substantial amendment to the 2025-2029 Consolidated Plan and 2025 Annual Action Plan to reprogram $485,680 of CDBG funds to Rental Housing Rehabilitation for the acquisition of housing units to be used as affordable rental housing. Funds will be moved as follows: $400,000 from Public Facilities to Rental Housing Rehabilitation; $85,680 from Housing Services to Rental Housing Rehabilitation. Relationship to Strategic Goals: Recommendation(s): Staff recommends the adoption of a resolution approving one (1) substantial amendment to the 2025-2029 Consolidated Plan and 2025 Annual Action Plan to reprogram additional grant funding to Rental Housing Rehabilitation. Summary: The delay of a Public Facility Project, partly due to availability of materials and supply chain issues, has necessitated the administrative movement of funds between activities in the current year. In order to expend funds in a timely manner, funding will be reallocated to Rental Housing Rehabilitation and will result in 1 additional project. A Request for Proposal Process will be used to award funds to an eligible nonprofit organization for the acquisition and rehabilitation of unit(s) to be used as affordable rental opportunities for families with incomes at or below 80% of the Area Median Income. A 30-day public review and comment period began February 17, 2026, and ended March 18, 2026. The amendment was available to be viewed on the City of College Station website Community Development Publication page. Citizens could submit comments by mail, email, or by phone. Budget & Financial Summary: This Resolution revises the City of College Station's 2025-2029 Consolidated Plan and 2025 Action Plan to reprogram $485,680 of CDBG funds to Rental Housing Rehabilitation for the acquisition of housing units to be used as affordable rental housing. Funds will be moved as follows: $400,000 from Public Facilities to Rental Housing Rehabilitation; $85,680 from Housing Services to Rental Housing Rehabilitation. Attachments: 1. Resolution Substantial Amendment No. 1 Page 1284 of 1298 RESOLUTION NO. A RESOLUTION OF THE CITY OF COLLEGE STATION, TEXAS, APPROVING SUBSTANTIAL AMENDMENT #1 OF THE 2025- 2029 CONSOLIDATED PLAN AND 2025 ANNUAL ACTION PLAN TO REPROGRAM $485,680 OF CDBG FUNDS TO RENTAL HOUSING REHABILITATION FOR THE ACQUISITION OF HOUSING UNITS TO BE USED AS AFFRODABLE RENTAL HOUSING. FUNDS TO BE MOVED AS FOLLOWS: $400,000 FROM PUBLIC FACILITIES TO RENTAL HOUSING REHABILITATION; $85,680 FROM HOUSING SERVICES TO RENTAL HOUSING REHABILITATION. WHEREAS, the City of College Station, Texas, has a Five -Year Consolidated Plan that has been approved by both HUD and the City that guides the development of each year's Action Plan and Budget; and WHEREAS, the City of College Station, Texas, has an established Community Development Program under Chapter 373 of the Texas Local Government Code that (1) identifies areas of the City with concentrations of low- and moderate -income persons; (2) establishes areas in which program activities are proposed; (3) provides a plan under which citizens may publicly comment on activities; and (4) requires public hearings on program activities; and WHEREAS, the City of College Station has prepared Substantial Amendment #1 of the 2025- 2029 Consolidated Plan and 2025 Action Plan, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as "Substantial Amendment #1"); and that (1) moves $400,000 from Community Development Block Grant Public Facilities to Community Development Block Grant Rental Housing Rehabilitation; (2) moves $85,680 from Community Development Block Grant Housing Services to Community Development Block Grant Rental Housing Rehabilitation; and WHEREAS, the City of College Station, Texas, has provided adequate information to citizens and an opportunity to participate in the development of Substantial Amendment #1 of the 2025- 2029 Consolidated Plan and 2025 Action Plan; and WHEREAS, the City of College Station acknowledges that the adoption of Substantial Amendment #1 of the 2025-2029 Consolidated Plan and 2025 Annual Action Plan is in the best interest of the City; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the City Council hereby approves Substantial Amendment #1 of the 2025-2029 Consolidated Plan and 2025 Annual Action Plan that (1) moves $400,000 from Community Development Block Grant Public Facilities to Community Development Block Grant Rental Housing Rehabilitation; (2) moves $85,680 from Community Development Block Grant Housing Services to Community Development Block Grant Rental Housing Rehabilitation. Page 1285 of 1298 PART 2: That the City Council hereby authorizes and designates the City Manager or his designee to sign all required applications, certifications, evaluations, and other forms required by HUD for Substantial Amendment #1 of the 2025-2029 Consolidated Plan and 2025 Annual Action Plan. PART 3: That this resolution shall take effect immediately from and after its passage. ADOPTED this day of March 2026. ATTEST: City Secretary APPROVED: City Attorney APPROVED: Mayor Page 1286 of 1298 l�oz 1.#-: I r EXHIBIT "A" CITY OF COLLEGE STATION � e setta I ` hlitFx PlliliCiNll� e5 '441 '",v�IINVESTORS,r i�> 4 HOMEOWNERSHIP, ► ii N\ k mUssimensat eads nO vsk`o\-c *4, - 06'4 I SUBSTANTIAL AMENDMENT #1 2025-2029 CONSOLIDATED PLAN 2025 ANNUAL ACTION PLAN CITY OF COLLEGE STATION PLANNING AND DEVELOPMENT SERVICES DEPARTMENT COMMUNITY DEVELOPMENT DIVISION P.O. BOX 9960 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77842 979-764-2610 Page 1287 of 1298 Order 6 Public Facilities March 26 ,2026 City of College Station AMENDMENT TO THE 2025-2029 CONSOLIDATED PLAN AND 2025 ACTION PLAN SUBSTANTIAL AMENDMENT# 1 Substantial Amendment 1) revises the City of College Station's 2025-2029 Consolidated Plan and 2025 Action Plan to reprogram $470,000 of CDBG funds to Rental Housing Rehabilitation for the acquisition of housing units to be used as affordable rental housing. Funds will be moved as follows: $400,000 from Public Facilities to Rental Housing Rehabilitation; $85,680 from Housing Services to Rental Housing Rehabilitation. AP 20 Annual Goals and Objectives Sort Goal Name Start End Category Geographic Year Year Area 2025 2029 Non -Housing Community Development 9 Housing 2025 2029 Services 1 Rental 2025 2029 Housing Rehabilitation AP 35 Projects Affordable Housing Affordable Housing Needs Addressed City Wide Public Facilities and Infrastructure Funding CDBG Original: $1,439,035.37 Amended: $1,039,035.37 City Wide Homelessness CDBG Original: $85,680.00 Amended: $0 City Wide Rental Housing CDBG: Original: $0 Amended: $485,680.00 HOME: Original: $734,263.76 HOME: No Change Goal Outcome Indicator Original: Persons Assisted: 36,825 Amended: 31,915 Original Persons Assisted: 10 Amended Persons Assisted: 0 Original: Rental Housing Units Rehabilitated: 3 Amended Rental Housing Units Rehabilitated: 4 Page 1288 of 1298 IDIS Project ID 7 9 1 Project Title Public Facilities Housing Services Rental Housing Rehab Original Amount Revised Amount CDBG: $1,439,035.37 CDBG: $85,680.00 CDBG: $0 CDBG: $1,039,035.37 CDBG: $0.00 CDBG: $485,680.00 It was determined that one of our Public Facilities projects will be delayed, partly due to the availability of materials and supply chain issues. In addition, the planned Home Share Program will not move forward. In order to expend funds in a timely manner, funding will be reallocated to Rental Housing Rehabilitation and will result in 1 additional project. According to the Public Participation Plan, a substantial amendment is required whenever a budget transfer of more than 15% of the City's total annual Federal allocation reported in the Consolidated Plan that is directed to a different project than originally allocated in the Consolidated Plan. Approved: Amendment Date: Page 1289 of 1298 March 26, 2026 Item No. 9.15. Resolution amending Consolidated Plan and 2025 Annual Action Plan: Homeowner — Acquisition Rehabilitation Sponsor: Raney Whitwell, Community Development Analyst Reviewed By CBC: City Council Agenda Caption: Presentation, discussion, and possible action regarding the adoption of a resolution regarding a substantial amendment to the 2025-2029 Consolidated Plan and 2025 Annual Action Plan. The amendment proposes adding a new project, Homebuyer — Acquisition Rehabilitation, and reallocating $339,505.34 in CDBG funds from Rental Housing Rehabilitation to the new activity. Relationship to Strategic Goals: Affordable Housing Neighborhood Integrity Core Services and Infrastructure Recommendation(s): Staff recommends approval. Summary: This Revises the City of College Station's 2025-2029 Consolidated Plan and 2025 Annual Action Plan to include Homeowner — Acquisition Rehabilitation and reprogram $339,505.34 of CDBG funds for the acquisition and rehabilitation of 2700 Wilderness. The change reflects direction to convert the 2700 Wilderness project from a Rental Housing Rehabilitation activity to a Homeowner — Acquisition Rehabilitation activity. The rehabilitated home will be sold to an income -qualified household using the framework of the City's Down Payment Assistance Program In accordance with direction from City Council and the City Manager's Office, staff will convert the 2700 Wilderness project from a Rental Rehabilitation activity to a Homeowner — Acquisition Rehabilitation activity. This single-family home was approved for purchase by City Council on June 27,2024 as a Rental Rehabilitation activity. Following that approval, staff proceeded with the project and have completed all renovations on the property. A 30-day public review and comment period began February 17, 2026, and ended March 18, 2026. The amendment was available to be viewed on the City of College Station website Community Development Publication page. Citizens could submit comments by mail, email, or by phone. Budget & Financial Summary: Revises the City of College Station's 2025-2029 Consolidated Plan and 2025 Annual Action Plan to include Homeowner — Acquisition Rehabilitation and reprogram $339,505.34 of CDBG funds for the acquisition and rehabilitation of 2700 Wilderness. Attachments: 1. Resolution Substantial Amendment No. 2 Page 1290 of 1298 RESOLUTION NO. A RESOLUTION OF THE CITY OF COLLEGE STATION, TEXAS, APPROVING SUBSTANTIAL AMENDMENT #2 OF THE 2025-2029 CONSOLIDATED PLAN AND 2025 ANNUAL ACTION PLAN TO ADD A NEW PROJECT, HOMEBUYER — ACQUISITION/REHABILITATION, AND TO REPROGRAM $339,505.34 OF CDBG FUNDS FROM RENTAL HOUSING REHABILITATION TO HOMEBUYER- ACQUISITION/REHABILITATION. WHEREAS, the City of College Station, Texas, has a Five -Year Consolidated Plan that has been approved by both HUD and the City that guides the development of each year's Action Plan and Budget; and WHEREAS, the City of College Station, Texas, has an established Community Development Program under Chapter 373 of the Texas Local Government Code that (1) identifies areas of the City with concentrations of low- and moderate -income persons; (2) establishes areas in which program activities are proposed; (3) provides a plan under which citizens may publicly comment on activities; and (4) requires public hearings on program activities; and WHEREAS, Substantial Amendment #2 to the 2025-2029 Consolidated Plan and 2025 Annual Action Plan, as described in Exhibit "A", attached hereto (such portion hereinafter referred to as "Substantial Amendment #2"); and that proposes to (1) add a new project, Homebuyer — Acquisition/Rehabilitation, and (2) reprogram $339,505.34 in Community Development Block Grant (CDBG) funds from Rental Housing Rehabilitation to Homebuyer — Acquisition/Rehabilitation for the property located at 2700 Wilderness Dr., which will be sold to and income qualified household with an affordability period as required by HUD; and WHEREAS, the City of College Station, Texas, has provided adequate information to citizens and an opportunity to participate in the development of Substantial Amendment #2 of the 2025- 2029 Consolidated Plan and 2025 Annual Action Plan; and WHEREAS, the City Council finds that adoption of Substantial Amendment #2 of the 2025-2029 Consolidated Plan and Annual Action Plan is in the best interest of the City; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the City Council hereby approves Substantial Amendment #2 of the 2025-2029 Consolidated Plan and 2025 Annual Action Plan to (1) add Homebuyer — Acquisition/Rehabilitation as a new project and (2) reprogram $339,505.34 in CDBG funds from Rental Housing Rehabilitation to Homebuyer — Acquisition/Rehabilitation. PART 2: That the City Council hereby authorizes and designates the City Manager or his designee to sign all required applications, certifications, evaluations, and other forms Page 1291 of 1298 required by HUD for Substantial Amendment #2 of the 2025-2029 Consolidated Plan and 2025 Annual Action Plan. PART 3: That this resolution shall take effect immediately from and after its passage. ADOPTED this ATTEST: City Secretary APPROVED: City Attorney day of March 2026. APPROVED: Mayor Page 1292 of 1298 l�oz 1.#-: I r EXHIBIT "A" CITY OF COLLEGE STATION � e setta I ` hlitFx PlliliCiNll� e5 '441 '",v�IINVESTORS,r i�> 4 HOMEOWNERSHIP, ► ii N\ k mUssimensat eads nO vsk`o\-c *4, - 06'4 I SUBSTANTIAL AMENDMENT #2 2025-2029 CONSOLIDATED PLAN 2025 ANNUAL ACTION PLAN CITY OF COLLEGE STATION PLANNING AND DEVELOPMENT SERVICES DEPARTMENT COMMUNITY DEVELOPMENT DIVISION P.O. BOX 9960 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77842 979-764-2610 Page 1293 of 1298 March 26, 2026 City of College Station AMENDMENT TO THE 2025-2029 CONSOLIDATED PLAN AND 2025 ACTION PLAN SUBSTANTIAL AMENDMENT # 2 Substantial Amendment #2 revises the City of College Station's 2025- 2029 Consolidated Plan and 2025 Annual Action Plan to change an existing activity from Rental Housing Rehabilitation to Homebuyer - Acquisition/Rehabilitation. This amendment will create a new project in both the 2025-2029 Consolidated Plan and the 2025 Annual Action Plan. In addition to creating a new project, this amendment will reprogram funding from the Rental Housing Rehabilitation activity to the new Homebuyer Acquisition/Rehabilitation Activity. The current allocation for the Rental Housing Rehabilitation activity is $339,505.34, which will be moved to the new project. Additional funding may be required to fully implement the Homebuyer-Acquisition/Rehabilitation Activity. SP-25- Priority Needs IDIS Project ID Project Title 10 Homebuyer - Acquisition/Rehabilitation SP-45- Goals IDIS Project ID Project Title 10 Homebuyer - Acquisition/Rehabilitation AP-20 Annual Goals and Objectives Sort Order Goal Name Start Year End Year 1 Rental Housing- 2020 2024 Rehabilitation 10 Homebuyer - 2025 2029 Acquisition/Rehabilitation Page 1294 of 1298 AP — 35 Projects IDIS Project ID Project Title Original Amount Revised Amount 1 Rental Housing CDBG: CDBG: $0 Rehabilitation $339,505.34 10 Homebuyer— CDBG: $0 CDBG: Acquisition/Rehabilitation $339,505.34 In accordance with the City's Public Participation Plan, a substantial amendment is required whenever 15% or more of the City's total annual federal allocation, as reported in the Consolidated Plan, is redirected to a different project than originally allocated, or when a project is added or deleted in compliance with HUD regulatory requirements. This amendment meets the criterion. Approved: Amendment Date: Page 1295 of 1298 March 26, 2026 Item No. 10.1. Items of Community Interest and Council Calendar Sponsor: City Council Reviewed By CBC: City Council Agenda Caption: Items of Community Interest and Council Calendar: The Council may discuss upcoming events and receive reports from a Council Member or City Staff about items of community interest for which notice has not been given, including: expressions of thanks, congratulations or condolence; information regarding holiday schedules; honorary or salutary recognitions of a public official, public employee, or other citizen; reminders of upcoming events organized or sponsored by the City of College Station; information about a social, ceremonial or community event organized or sponsored by an entity other than the City of College Station that is scheduled to be attended by a Council Member, another city official or staff of the City of College Station; and announcements involving an imminent threat to the public health and safety of people in the City of College Station that has arisen after the posting of the agenda. Relationship to Strategic Goals: • Good Governance Recommendation(s): None. Summary: A current calendar of upcoming community events can be found in more detail at cstx.gov/calendar and official meetings or public notices are posted at cstx.gov/agendas. Meetings and events from the days of March 27th thru April 9th: March 27 - Design Review Board Meeting March 28 - Celebrate the Life of the Monarch Butterly March 28 - Annual Easter Celebration at George Bush Library March 28 - Brazos Valley Cares - Steak Your Support March 30 - Bicycle, Pedestrian and Greenway Meeting March 31 - Visit and Tour of Visit Ismaili Center March 31 - Seminar Supper: What Residents Should Know about Code Enforcement April 1 - BIOS MPO Policy Board Meeting April 1 - Legislative Affairs Committee Meeting April 1 - Tourism Committee Meeting April 2 - Planning & Zoning Commission Meeting April 3 - Good Friday I City Offices Closed April 6 - Historic Preservation Committee Meeting April 6 - Public Meeting I Sidewalks and Shared Use Paths Project April 7 - Zoning Board of Adjustments Meeting April 8 - Food Truck Wednesday April 9 - Rock Prairie Management District No. 2 April 9 - Council Meeting Day Budget & Financial Summary: None. Attachments: None Page 1296 of 1298 Page 1297 of 1298 March 26, 2026 Item No. 11.1. Council Reports on Committees, Boards, and Commissions Sponsor: City Council Reviewed By CBC: City Council Agenda Caption: A Council Member may make a report regarding meetings of City Council boards and commissions or meetings of boards and committees on which a Council Member serves as a representative that have met since the last council meeting. (Committees listed in Coversheet) Relationship to Strategic Goals: Good Governance Recommendation(s): Review meetings attended. Summary: Aggieland Humane Society, The Art Center of Brazos Valley, Architectural Advisory Committee, Audit Committee, Bicycle, Pedestrian, and Greenways Advisory Board, Bio-Corridor Board of Adjustments, Brazos County Health Dept., Brazos Valley Council of Governments, Brazos Transit District, Brazos Valley Economic Development Corporation, Brazos Valley Council of Gov't Board of Directors, Bryan/College Station Chamber of Commerce, Budget and Finance Committee, BVSWMA, BVWACS, CDBG Public Service Agency Funding Review Committee, Census Committee Group, Compensation and Benefits Committee, Comprehensive Plan Evaluation Committee, Construction Board of Adjustments & Building and Construction Standards Commission, Design Review Board, Economic Development Committee, Gulf Coast Strategic Highway Coalition, Historic Preservation Committee, Housing Plan Advisory Committee, Intergovernmental Local Committee, Keep Brazos Beautiful, Legislative Engagement Committee, Library Board, Metropolitan Planning Organization, Operation Restart, Parks and Recreation Board, Planning and Zoning Commission, Research Valley Technology Council, Regional Transportation Committee for Council of Governments, Sister Cities Association, Spring Creek Local Government Corporation, Transportation and Mobility Committee, TAMU Student Senate, Texas Municipal League, Tourism Committee, YMCA, Zoning Board of Adjustments. (Notice of Agendas posted on City Hall bulletin board.) Budget & Financial Summary: None. Attachments: None Page 1298 of 1298