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05/14/2020 - Regular Agenda Packet - City CouncilPhone: 888 May 14, 2020 6:00 PM 1101 Texas Ave, College Station,  TX 77840 College Station, TX Page 1 1.Call to Order, Pledge of Allegiance, Invocation, Consider Absence Request. Speaker Protocol: An individual who wishes to address the City Council regarding any item on the  Regular Agenda shall register with the City Secretary prior to 4 p.m. on the day of the meeting. To  register the individual must provide a name and phone number by calling 979­764­3500 or emailing  CSO@cstx.gov prior to the start of the meeting. To submit written comments to the Council email  CSO@cstx.gov and they will be provided at the meeting. 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.  Each  speaker’s  remarks  are  limited  to  three  (3)  minutes.  Any  speaker  addressing  the  Council through the use of a translator may speak for six (6) minutes. At the (3) minute mark the  City Secretary will announce that the speaker must conclude their remarks.  2.Presentation • Proclamation for National Public Works Week, May 17th – 25th. 3.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.  4.Consent Agenda During the Consent Agenda an individual may address the City Council on any Consent Agenda  Item.Presentation,  discussion,  and  possible  action  on  consent  agenda  items  which  consists  of  ministerial  or  "housekeeping"  items  required  by  law.  Items  may  be  removed  from  the  consent  agenda by majority vote of the Council. College Station, TX City Hall Council Chambers Meeting Agenda City Council Workshop Regular Phone: 888 475 4499 and Enter Meeting ID: 912 7257  8218 Password: 200514 Internet: https://zoom.us/j/91272578218?pwd=a1g0SkJlZ0V 5VE8rblFpemhaOXlyZz09 Page 1 of 642 City Council  City Council Regular Page 2 May 14, 2020 4.1. Presentation, discussion, and possible action of minutes for:  • April 23, 2020 Workshop Meeting •  April 23, 2020 Regular Meeting  Sponsors:Tanya Smith  Attachments:1.WKSHP042320 DRAFT Minutes 2.RM042320 DRAFT Minutes 4.2.Presentation, discussion, and possible action regarding a construction contract with Air  Cleaning Technologies, Inc. not to exceed $165,129 for installing vehicle exhaust removal  systems at Fire Stations 1, 2, and 4.  Sponsors:Scott Giffen   Attachments:1.Air Cleaning Tech Agreement 4.3.Presentation, discussion, and possible action on a professional services contract with The  Arkitex Studio, Inc in the amount of $160,000 for the design and construction consultation of a  new Cemetery Maintenance Shop at College Station Memorial Cemetery.  Sponsors:David Schmitz  Attachments:None 4.4.Presentation, discussion, and possible action on an ordinance approving a five (5) year  residential recycling collection franchise agreement and general service agreement in an  amount not to exceed ($4,542,000) with Brannon Industrial Group, LLC, DBA BVR Waste and  Recycling.  Sponsors:Donald Harmon  Attachments:1.Contract No. 20300291 on file in the City Secretary's Office 4.5.Presentation, discussion, and possible action, on the first reading of a franchise agreement  with Howdy Disposal LLC; for the collection of demolition and construction debris, recyclables,  and organic waste from commercial, industrial and multifamily locations.  Sponsors:Donald Harmon  Attachments:1.Franchise Agreement 20300334 Howdy Disposal LLC 4.6.Presentation, discussion, and possible action regarding approval of a construction contract  with Larry Young Paving in the amount of $3,790,692.40 for the construction of Royder Road  Phase 2.  Sponsors:Emily Fisher  Attachments:1.20­032 Tab 2.Project Map 4.7.Presentation, discussion, and possible action regarding an ordinance temporarily amending  Chapter 38, Section 38­1013, of the Code of Ordinances by changing the posted speed limit  on the section of FM 2154 approximately 600 feet north of Victoria Avenue to approximately  2,600 feet south of Victoria Avenue to 50 mph for the duration of the Royder Road Phase 2  project.    Sponsors:Emily Fisher  Attachments:1.FM 2154 CH 38 Temp Speed Limit Ord 2.Project Map Page 2 of 642 City Council  City Council Regular Page 3 May 14, 2020 4.8.Presentation, discussion, and possible action regarding an Interlocal Agreement between the  City of College Station and Wellborn Special Utility District for the cost participation by  Wellborn Special Utility District in the Royder Road Phase 2 project.  Sponsors:Emily Fisher  Attachments:1.ILA­WSUD Signed­42320 2.Project Map 4.9.Presentation, discussion, and possible action regarding a resolution approving an advance  funding agreement (AFA) in the amount of $28,469 between the City of College Station and  the State of Texas, acting through the Texas Department of Transportation (TXDOT) for the  city's contribution for certain signal improvements for the intersection of FM 2347 and Dexter  Drive.   Sponsors:Emily Fisher   Attachments:1.v2 Ready for Partial Execution 3138­01­030 (FM 2347) AFA VolTIP 2.Project Map 3.Resolution FM 2347 Signal Improvements 4.10.Presentation, discussion, and possible action regarding a resolution approving an advance  funding agreement (AFA) in the amount of $287,599 between the City of College Station and  the State of Texas, acting through the Texas Department of Transportation (TXDOT) for the  city's contribution for certain signal improvements for the FM 2818 widening project.   Sponsors:Emily Fisher  Attachments:1.Resolution FM 2818 Signal Improvements 2.v2 Ready for Partial Execution 2399­01­074 (FM 2818) AFA VolTIP 4.11.Presentation, discussion, and possible action regarding approval of Change Order No. 2 in the  amount of $273,243.41 for the Lick Creek Trunk Line construction contract with Thalle  Construction Company, Inc.  Sponsors:Emily Fisher  Attachments:1.Lick Creek Change Order No.2­revised3 4.12.Presentation, discussion, and possible action regarding the conversion of 40.5 acres of  greenway and 18.8 acres of City of College Station property to park land.  Once added to the  existing 47.1 acres of Stephen C. Beachy Central Park, total park acreage will sum 106.4.    Sponsors:David Schmitz   Attachments:1.Parkland Expansion ­ CP 2.CentralPark_PreExpansion 3.CentralPark_PostExpansion    5.Regular Agenda     During the Regular Agenda an individual may address the City Council on any Regular Agenda  item including those items not posted for Public Hearing. For those items posted for a Public  Hearing. If the City Council needs additional information from the general public after the Public  Hearing is closed some limited comments may be allowed at the discretion of the Mayor.  Page 3 of 642 City Council  City Council Regular Page 4 May 14, 2020 5.1.Public Hearing, presentation, discussion, and possible action regarding an ordinance  amending the Comprehensive Plan by adopting the updated Economic Development Master  Plan.  Sponsors:Aubrey Nettles  Attachments:1.Ordinance 2.Economic Development Master Plan May 2020 5.2.Public Hearing, presentation, discussion, and possible action regarding a Credit Policy for  System­Wide Roadway, Water, and Wastewater Impact Fees.  Sponsors:Carol Cotter  Attachments:1.Impact Fee Credit Policy 5.3.Presentation, discussion, possible action on an Ordinance amending Chapter 107, “Impact  Fees”, Article II, “System­Wide Impact Fees”, by adding Section 107­74, “Update of Plan and  Revision of Fees”, relating to revision of System­Wide Impact Fees, of the Code of Ordinances  of the City of College Station, Texas.  Sponsors:Carol Cotter  Attachments:1.Ordinance Amendment Process for IF Update and Fee Revision 5.4.Presentation, discussion, and possible action regarding a Resolution setting a public hearing  to consider amending Section 107­73(g) of the City’s Code of Ordinances to adjust the current  collection rate per service unit for roadway impact fees.  Sponsors:Carol Cotter  Attachments:1.Resolution Setting Public Hearing RIF Collection Rate 5.5.Presentation, discussion, and possible action regarding a change order decreasing the  amount of the Construction Manager at Risk Contract with Vaughn Construction, LLC by  $403,836 for the New Police Station Project.   Sponsors:Emily Fisher  Attachments:1.CO 4 draft merged 5.6.Public Hearing, presentation, discussion, and possible action regarding an ordinance  amending the Comprehensive Plan by amending the Thoroughfare Plan in the College Station  extra­territorial jurisdiction by modifying the alignment of a future minor arterial to the northeast  between Koppe Bridge Road and Clay Pit Road and by removing a future minor collector  between the Meadow Creek Subdivision and Minter Springs Road.  Sponsors:Jason Schubert   Attachments:1.Ordinance 2.Thoroughfare Plan Amendment Exhibit 3.Vicinity Map 4.Background Information Page 4 of 642 City Council City Council Regular Page 5 May 14, 2020 5.7.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 R Rural and PDD Planned Development District to  BP Business Park on approximately 6 acres of land located at 8822 & 8850 Burgess Lane. Sponsors:Rachel Lazo Attachments:1.Ordinance 2.Rezoning Exhibit 3.Background Information 4.Vicinity Aerial and Small Area Maps 5.8.Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating  and abandoning a 0.693 acre portion of the Right­of­Way of Biomedical Way, said portion lying  southeast of the intersection of HSC Parkway and Biomedical Way, according to the plat of the  Traditions Subdivision, Phase 23, recorded in Volume 11293, Page 184, of the Deed Records  of Brazos County, Texas. Sponsors:Anthony Armstrong Attachments:1.Ordinance 2.Ordinance Exhibit A 3.Vicinity Map 4.Location Map 5.Application 5.9.Presentation,  discussion,  and  possible  action  on  a  resolution  adopting  a  substantial  amendment  to  the  City's  2015­2019  Consolidated  Plan,  2019  Annual  Action  Plan,  and  Citizen's  Participation  Plan  to  include  new  Community  Development  Block  Grant  Program  (CDBG­CV) funds under the Coronavirus Aid, Relief, and Economic Security (CARES) Act. Sponsors:Debbie Eller Attachments:1.Resolution ­ CDBG­CV 2.Substantial Amendment ­ 5.14.2020 6.Presentation, discussion, and possible action on future agenda items and review of standing list of Council generated agenda items: A Council Member may inquire about a subject for which notice has not been given. A statement of  specific factual information or the recitation of existing policy may be given. Any deliberation shall  be limited to a proposal to place the subject on an agenda for a subsequent meeting.  7.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.  I certify that the above Notice of Meeting was posted on the website of the City of College Station at  5:00 p.m. on May 8, 2020 at 5:00 p.m.   City Secretary Page 5 of 642 City Council City Council Regular Page 6 May 14, 2020 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)  764­3541,  TDD  at  1­800­735­2989,  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. Penal Code § 30.07. Trespass by License Holder with an Openly Carried Handgun. "Pursuant  to  Section  30.07,  Penal  Code  (Trespass  by  License  Holder  with  an  Openly  Carried     Handgun)     A     Person     Licensed     under     Subchapter     H,     Chapter     411,  Government   Code   (Handgun   Licensing   Law),   may   not   enter   this   Property   with   a  Handgun that is Carried Openly."  Codigo Penal § 30.07. Traspasar Portando Armas de Mano al Aire Libre con Licencia. “Conforme  a  la  Seccion  30.07 del  codigo  penal  (traspasar  portando  armas  de  mano al    aire   libre   con   licencia),   personas   con   licencia   bajo   del   Sub­Capitulo   H,   Capitulo  411,  Codigo  de  Gobierno  (Ley  de  licencias  de  arma  de  mano),  no  deben  entrar  a  esta  propiedad portando arma de mano al aire libre.” Page 6 of 642 May 14, 2020 Item No. 4.1. Council Minutes Sponsor:Tanya Smith, City Secretary Reviewed By CBC:City Council Agenda Caption: Presentation, discussion, and possible action of minutes for: • April 23, 2020 Workshop Meeting • April 23, 2020 Regular Meeting Relationship to Strategic Goals: Good Governance Recommendation(s): Approval Summary: N/A Budget & Financial Summary: None Reviewed & Approved by Legal: No Attachments: 1.WKSHP042320 DRAFT Minutes 2.RM042320 DRAFT Minutes Page 7 of 642 WKSHP042320 Minutes Page 1 MINUTES OF THE CITY COUNCIL WORKSHOP VIA TELECONFERENCE CITY OF COLLEGE STATION APRIL 23, 2020 STATE OF TEXAS § § COUNTY OF BRAZOS § Present: Karl Mooney, Mayor Council: Bob Brick John Crompton Linda Harvell John Nichols Dennis Maloney City Staff: Bryan Woods, City Manager Jeff Capps, Deputy City Manager Carla Robinson, 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 Workshop of the College Station City Council was called to order by Mayor Mooney at 4:11 p.m. on Thursday, April 23, 2020 in the Council Chambers of the City of College Station City Hall, 1101 Texas Avenue, College Station, Texas 77840. 2. Executive Session In accordance with the Texas Government Code §551.071-Consultation with Attorney, §551.072- Real Estate, and §551.074-Personnel the College Station City Council convened into Executive Session at 4:12 p.m. on Thursday, April 23, 2020 in order to continue discussing matters pertaining to: A. Consultation with Attorney to seek advice regarding pending or contemplated litigation; to wit: Kathryn A. Stever-Harper as Executrix for the Estate of John Wesley Harper v. City of College Station and Judy Meeks; No. 15,977-PC in the County Court No. 1, Brazos County, Texas; and McCrory Investments II, LLC d/b/a Southwest Stor Mor v. City of College Station; Cause No. 17-000914-CV-361; In the 361st District Court, Brazos County, Texas City of College Station v. Gerry Saum, Individually, and as Independent Executrix of the Estate of Susan M. Wood, Deceased; Cause No. 17-002742-CV-361; In the 361st District Court, Brazos County, Texas Carrie McIver v. City of College Station; Cause No. 18-003271-CV-85; In the 85th District Court, Brazos County, Texas Page 8 of 642 WKSHP042320 Minutes Page 2 Veronica Alejandra Ibarra v. The City of College Station; Cause No. 20000325CV361; in the 361st District Court, Brazos County, Texas B. Consultation with attorney to receive legal advice; to wit: Legal advice regarding third-party funding agreements C. Deliberation on the purchase, exchange, lease, or value of real property; to wit: Property located generally in the vicinity of Highway 50 in South Robertson County, Texas. D.Deliberation on the appointment, employment, evaluation, reassignment, duties, discipline, or dismissal of a public officer; to wit: Council Self-Evaluation City Manager Executive Session recessed at 5:55 p.m. 3. Reconvene from Executive Session and take action, if any. MOTION: Upon a motion made by Councilmember Nichols and a second by Councilmember Harvell, the City Council voted six (6) for and none (0) opposed, to designate Jeff Capps to the position of Interim City Manager, such appointment to be effective on the date City Manager Bryan Woods officially leaves for Military duty with Mr. Capps serving at the will of the Council until such time as Mr. Woods completes his current Military duty assignment and officially assumes his position as City Manager. The motion carried unanimously. 4. Presentation, possible action and discussion on items listed on the consent agenda. Mayor Mooney noted that Consent item 3.3 will be pulled during the Regular meeting for clarification. No other items were pulled from Consent for clarification. 5. Workshop 5.1 Presentation, discussion, and possible action regarding a prospective ordinance regulating short-term rental units in College Station. Brian Piscacek, Assistant to the City Manager, stated that staff presented to Council on January 23, 2020, regarding the municipal regulation of Short Term Rental units (STRs) and staff efforts to research ordinances adopted by several Texas cities. The purpose of any proposed STR ordinance would be to safeguard the life, health, safety, welfare, and property of the occupants of residential dwelling units, the neighbors of said occupants, and the general public, through the registration and regulation of and to ensure the collection and payment of hotel occupancy taxes. Staff also reported on the stakeholder feedback gathered from STR hosts, real estate professionals, commercial lodging operators, College Station residents, and others. Mr. Piscacek explained at the stakeholder meeting that Council directed staff to bring a draft STR ordinance for consideration, and describe how City staff will permit and enforce STRs in College Station, which is: Page 9 of 642 WKSHP042320 Minutes Page 3 Elements of the permit: Information on property owner and local contact Life safety inspection Permit issued for one year Permit does not convey if property is sold or otherwise transferred Denial or revocation Appeal process Permit standards: Informational brochure Life safety requirements Guest conduct HOT collection and remittance Violations and revocation The city policy allows for full cost recovery. An appropriate annual fee to receive a permit will be applied at application and renewal. Also, all STRs operating in College Station are required to collect and remit the appropriate Hotel Occupancy Taxes. At approximately 6:25 p.m., Mayor Mooney opened the Citizens Comments. David Higdon, College Station, came before council speaking for a group of citizens and thanked Mr. Piscacek for his work on the ordinance but asked for a better definition of a violation. He stated that his group supports STR’s, but believes they should be owner occupied for the safety of our neighborhoods and homeowners association. Mr. Higdon requested that the city will need to be careful on what we give up because it may be difficult to get it back. Fred Dupriest, College Station, concurred with David Higdon comments from Mr. Higdon and has no other comments. There being no further comments, the Citizens Comments was closed at 6:45 p.m. Council directed staff to bring back a second draft with options on an owner-occupied requirement, 3rd party inspections, and options related to the city’s four-unrelated ordinance. 6. Council Calendar Council reviewed the calendar. 7. Discussion, review, and possible action regarding the following meetings: Animal Shelter Board, Arts Council 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 Valley Economic Development Corporation, Bryan/College Station Chamber of Commerce, Budget and Finance Committee, BVSWMA, BVWACS, Compensation and Benefits Committee, Comprehensive Plan Evaluation Committee, Experience Bryan-College Station, Design Review Board, Economic Development Committee, Gulf Coast Strategic Highway Coalition, Historic Preservation Committee, Interfaith Dialogue Association, Intergovernmental Committee, Joint Relief Funding Review Committee, Landmark Commission, Library Page 10 of 642 WKSHP042320 Minutes Page 4 Board, Metropolitan Planning Organization, 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, Walk with the Mayor, YMCA, Zoning Board of Adjustments, (Notice of Agendas posted on City Hall bulletin board). Councilmember Harvell reported on Operation Restart with the Health Department. 8. Adjournment There being no further business, Mayor Mooney adjourned the workshop of the College Station City Council at 7:28 p.m. on Thursday, April 23, 2020. ________________________ Karl Mooney, Mayor ATTEST: _______________________ Tanya Smith, City Secretary Page 11 of 642 RM042320 Minutes Page 1 MINUTES OF THE REGULAR CITY COUNCIL MEETING VIA TELECONFERENCE CITY OF COLLEGE STATION APRIL 23, 2020 STATE OF TEXAS § § COUNTY OF BRAZOS § Present: Karl Mooney, Mayor Council: Bob Brick John Crompton Linda Harvell John Nichols Dennis Maloney City Staff: Bryan Woods, City Manager Jeff Capps, Deputy City Manager Carla Robinson, City Attorney Tanya Smith, City Secretary Ian Whittenton, Deputy City Secretary 1.Call to Order and Announce a Quorum is Present and Pledge of Allegiance, Invocation, consider absence request. With a quorum present, the Regular Meeting of the College Station City Council was called to order by Mayor Mooney at 7:41 p.m. on Thursday, April 23, 2020 in the Council Chambers of the City of College Station City Hall, 1101 Texas Avenue, College Station, Texas 77840. 2.Hear Visitors Comments Meagan Kuitu, College Station, stated that she had learned that no state or local statute forbids a realtor or property management employee from entering a rental property with no PPE precautions, which she believes puts lower-income families at risk. Ms. Kuitu stated that a realtor entered her residence on Monday, April 20, 2020 to show the property to two clients, none of whom were in masks, exposing her home and family during a shelter-in-place. Ms. Kuitu requested council to concern passing an ordinance protecting renters from the contamination during COVID-19. 3.CONSENT AGENDA 3.1. Presentation, possible action, and discussion of minutes for: April 9, 2020 Workshop Meeting April 9, 2020 Regular Meeting April 16, 2020 Special Meeting Page 12 of 642 RM042320 Minutes Page 2 3.2. Presentation, discussion, and possible action on renewing the annual price agreement with Mustang Rental Services for the rental of heavy equipment which will be used in numerous departments across the City. The total recommended renewal is for an amount not to exceed $150,000. 3.3. Presentation, discussion, and possible action on the approval of a contract with Aggieland Construction in the amount of $132,552 for the demolition of Thomas Park Pool. 3.4. Presentation, discussion, and possible action on Ordinance No. 2020-4168 amending Chapter 38 “Traffic and Vehicles” temporarily removing parking on Gilchrist Avenue for the city hall construction project. Item 3.3 was pulled from Consent for clarification. MOTION: Upon a motion made by Councilmember Nichols and a second by Councilmember Brick, the City Council voted six (6) for and none (0) opposed, to approve the Consent Agenda with the exception of 3.3. The motion carried unanimously. (3.3): Bryan Woods, City Manager, gave a brief explanation that this item is to award of the construction contract with Aggieland Construction for the demolition of Thomas Park Pool. The proposed demolition project in no way indicates the outcome of the park or the pool. This demolition has been discussed since 2018 with regards to the risk of the health and safety, plus the resources that go into the ongoing maintenance to the existing pool. At approximately 7:58 p.m., Mayor Mooney opened the Citizens Comments. Diana Davis, College Station, came before council to state her concerns regarding the demolition of Thomas Pool and asked council to postpone the demolition on Thomas Pool until a comprehensive plan for the Revitalization of Thomas Park and Pool is in place. Patsy Johnson, College Station, requested that council postpone the demolition on Thomas Pool until either a comprehensive plan for the revitalization of Thomas Park and the pool is agreed upon, or until council votes to move forward on rebuilding Thomas Pool. Spencer Fredericks, College Station, stated that he grew up near Thomas Park and went to College Hills Elementary. He explained that he spent time almost every day at the park with neighborhood friends, took swim lessons, played on the basketball courts, the pool in the summers and had birthday parties there. Mr. Fredericks asked the council to go by the park and see that it is still used by the neighborhood and community at large. There being no further comments, the Citizens Comments was closed at 8:08 p.m. (3.3) MOTION: Upon a motion made by Councilmember Crompton and a second by Councilmember Maloney, the City Council voted six (6) for and none (0) opposed, to approve Consent Agenda Item 3.3, a contract with Aggieland Construction in the amount of $132,552 for the demolition of Thomas Park Pool, with the understanding that the demolition will not impact any decisions made on the Thomas Pool. The motion carried unanimously. 4.REGULAR AGENDA Page 13 of 642 RM042320 Minutes Page 3 4.1. Presentation, discussion, and possible action regarding approval of Amendment No. 2 to the Construction Manager at Risk (CMAR) contract with Core Construction, accepting the Guaranteed Maximum Price (GMP) of $25,805,523 for the building construction of the New City Hall. Emily Fisher, Assistant Director of Public Works, stated that this amendment is to the current construction manager at risk contract with Core Construction, accepting the guaranteed maximum price which includes all needed work for the building portion of the new city hall project. This also includes dry utility work and paving for the project. The new city hall will be a three story, 79,000 square foot facility incorporating several departments into one central location. Work is scheduled to commence after approval of this contract amendment and is anticipated to be completed in 2022. Mrs. Fisher, explained that a budget in the amount of $39,300,000 is included for this project in the General Government Capital Improvement Projects Fund. A total of $3,998,632 has been committed or expended to date, leaving a balance of $35,301,368 for this amendment and future expenses. MOTION: Upon a motion made by Councilmember Nichols and a second by Councilmember Maloney, the City Council voted six (6) for and none (0) opposed, to approve the Amendment No. 2 to the Construction Manager at Risk (CMAR) contract with Core Construction, accepting the Guaranteed Maximum Price (GMP) of $25,805,523 for the building construction of the New City Hall. The motion carried unanimously. 4.2 Presentation, discussion, and possible action regarding Ordinance No. 2020-4169 consenting to and extending the Mayor's renewal of a disaster declaration due to public health emergency. Bryan Woods, City Manager, stated that on March 23, 2020, the College Station City Council adopted an Extension of Disaster Ordinance with Ordinance No. 2020-4164 extending the March 17, 2020, Disaster Declaration and extending the Mayor’s Order of March 18, 2020. On March 23, 2020, the Mayor of College Station issued a Second Mayoral Order mandating the citizens of College Station to shelter in place until Tuesday, April 7, 2020, which Council approved on March 30, 2020. Mr. Woods explained that on April 21, 2020, the Mayor of College Station issued a renewal to the Disaster Declaration. The conditions necessitating the declaration of a state of disaster and mayoral orders continue to exist. The Council needs to consent and approve the Mayor's Disaster Declaration renewal. MOTION: Upon a motion made by Councilmember Maloney and a second by Councilmember Brick, the City Council voted six (6) for and none (0) opposed, to adopt Ordinance No. 2020-4169 consenting to and extending the Mayor's renewal of a disaster declaration due to public health emergency. The motion carried unanimously. 4.3 Presentation, discussion, and possible action regarding a funding agreement with the Brazos Valley Council of Governments to administer the City of College Station’s COVID-19 Small Business Bridge Loan Program, awarding loans to small businesses for a total dollar amount of $250,000. Natalie Ruiz, Director of Economic Development, stated that a Bridge Loan is a loan of up to $25,000 funded by the City of College Station or City of Bryan (based on the location of the small business) Page 14 of 642 RM042320 Minutes Page 4 and administered by the Brazos Valley Council of Governments (BVCOG). The Bridge Loan is intended to bridge small businesses who have been substantially impacted by COVID-19 until they receive more permanent funding, primarily through the Economic Injury Disaster Loan (EIDL) through the SBA. The same team that reviews and awards the Revolving Loan Fund applications through the BVCOG will also review the Bridge Loan applications, along with representation from the City of College Station and the City of Bryan. Reviewers will consider the following when determining Bridge Loan recipients: Profitability prior to COVID-19 Tax returns – most recent filed return Personal financial statements – for anyone with an ownership of 20% and above Credit Score Other loans and grants applied for and/or received At least 15% reduction in revenue as a result of COVID-19 MOTION: Upon a motion made by Councilmember Nichols and a second by Councilmember Harvell, the City Council voted six (6) for and none (0) opposed, to approve a funding agreement with the Brazos Valley Council of Governments to administer the City of College Station’s COVID- 19 Small Business Bridge Loan Program, awarding loans to small businesses for a total dollar amount of $250,000. The motion carried unanimously. 5.Presentation, discussion, and possible action on future agenda items and review of standing list of Council generated agenda items: A Council Member may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting. Councilmember Nichols requested a future agenda item on possible transportation alternatives for the staff and students of the University. 6.Adjournment. There being no further business, Mayor Mooney adjourned the Regular Meeting of the City Council at 9:05 p.m. on Thursday, April 23, 2020. ________________________ Karl Mooney, Mayor ATTEST: ___________________________ Tanya Smith, City Secretary Page 15 of 642 May 14, 2020 Item No. 4.2. Installation of vehicle exhaust removal systems at Fire Station #1, #2 and #4. Sponsor:Scott Giffen Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding a construction contract with Air Cleaning Technologies, Inc. not to exceed $165,129 for installing vehicle exhaust removal systems at Fire Stations 1, 2, and 4. Relationship to Strategic Goals: Good Governance Neighborhood Integrity Recommendation(s): Staff recommends the approval of Contract #20300420. Summary: In August 2019, College Station Fire Department was awarded a FEMA grant. The money awarded will be used as the purchasing source capturing diesel exhaust removal systems for the fire stations. Budget & Financial Summary: Budget for this contract is included in the FY20 budget with funding from the Assistance to Firefighters grant from FEMA awarded in the fall of 2019. Reviewed & Approved by Legal: No Attachments: 1.Air Cleaning Tech Agreement Page 16 of 642 CONTRACT & AGREEMENT ROUTING FORM __Original(s) sent to CSO on _____ Scanned into Laserfiche on _________ ____Original(s) sent to Fiscal on ________ CONTRACT#: _______ PROJECT#: _________ BID/RFP/RFQ#: _______ Project Name / Contract Description: _____________________________________________________ ____________________________________________________________ Name of Contractor: ____________________________________________________________ CONTRACT TOTAL VALUE: $ _________________ Grant Funded Yes No If yes, what is the grant number: Debarment Check Yes No N/A Davis Bacon Wages Used Yes No N/A Section 3 Plan Incl. Yes No N/A Buy America Required Yes No N/A Transparency Report Yes No N/A NEW CONTRACT RENEWAL # _____ CHANGE ORDER # _____ OTHER ______________ BUDGETARY AND FINANCIAL INFORMATION (Include number of bids solicited, number of bids received, funding source, budget vs. actual cost, summary tabulation) ___________________________________________________________________________________________ ___________________________________________________________________________________________ (If required)* CRC Approval Date*: __________ Council Approval Date*: ____________ Agenda Item No*: ______ --Section to be completed by Risk, Purchasing or City Secretary’s Office Only— Insurance Certificates: ______ Performance Bond: ________ Payment Bond: ________ Info Tech: _______ SIGNATURES RECOMMENDING APPROVAL __________________________________________ _________________________________ DEPARTMENT DIRECTOR/ADMINISTERING CONTRACT DATE __________________________________________ _________________________________ LEGAL DEPARTMENT DATE __________________________________________ _________________________________ ASST CITY MGR – CFO DATE APPROVED & EXECUTED __________________________________________ _________________________________ CITY MANAGER DATE __________________________________________ _________________________________ MAYOR (if applicable)DATE __________________________________________ _________________________________ CITY SECRETARY (if applicable)DATE 20300420 GT2002 20-029 Installation of vehicle exhaust removal systems at Fire Station #1, #2 and #4 Air Cleaning Technologies, Inc. 165,129.00 EMW-2018-FO01385 ■ Two bids were received for ITB 20-029 for vehicle exhaust removal systems. This is a federally funded project via a grant awarded by the Federal Emergency Management Agency (FEMA) which is an agency within the Department of Homeland Security (DHS). Account: 10010420-5211, Project Code: GT2002 5/14/2020 N/A N/A 5/8/2020 Page 17 of 642 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 Air Cleaning Technologies, Inc. (the "Contractor") for the construction and/or installation of the following: Installation of Vehicle Exhaust Removal Systems at Fire Stations # 1, #2, and #4 as more formally described in ITB 20-029 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 City'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 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 Sixty-Five Thousand One Hundred Twenty-Nine and oo /100 Dollars ($ 165,129.00 ). 1.06 Contract Documents. The term "Contract Documents" shall mean those documents listed in Paragraph 2.01. 1.07 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. 1.08 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. 1.09 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. 1.10 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 11 Page 18 of 642 1.11 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"). 1.12 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. 1.13 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. 1.14 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. 1.15 Parties. The "parties" are the City and the Contractor. 1.16 Project. 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. 1.17 Project 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. 1.18 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. 1.19 Substantially Completed. 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 12 Page 19 of 642 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. 1.20 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. 1.21 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"). (f) 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. 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 paragraph -2.05, however, shall not relieve the Contractor of any of the obligations set forth in paragraphs 8.01. and 8.02 of this Agreement. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 3 Page 20 of 642 3. AW ARD 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 paragraphs 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. 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 14 Page 21 of 642 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 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 5 Page 22 of 642 (e) For construction projects, four (4) copies of all shop and/or setting drawings or schedules for the submission thereof. (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. (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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 17 Page 23 of 642 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 Paragraphs 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 A WARD 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 docume nt, once approved by the City and, if applicable, the City's Consultant shal l 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. 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. ( 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 6 Page 24 of 642 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 Subparagraph. (b) The City may exercise the rights furnished the City under or pursuant to this Subparagraph 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 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 8 Page 25 of 642 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 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 9 Page 26 of 642 damage the pro perty 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 pro perty, 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 pro mptly 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 pro ducts, 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. 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 10 Page 27 of 642 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. 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 111 Page 28 of 642 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. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 12 Page 29 of 642 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. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 13 Page 30 of 642 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, 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 not previously submitted for payment which have been delivered to the site but have not yet been incorporated into the Work. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 14 Page 31 of 642 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 Paragraph 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. l2J 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: 16.04 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 objection. 16.09 Unless otherwise provided in the Contract Documents: (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; Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 15 Page 32 of 642 (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 Paragraph 16.9(a) and (2) changes in the Contractor's costs under Paragraph 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 Paragraph. 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 Paragraph 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. (b) Claims made or reasonable evidence indicating probable filing of claims by unpaid vendors or other third parties. (c) Failure of the Contractor to make prompt payments to subcontractors for labor or material or materialmen. ( d) Claims made or reasonable evidence indicating claims will be made for damage to another by the Contractor. (e) Claims made or reasonable evidence indicating claims will be made for damage to third parties, including adjacent property owners. (f) Claims made or reasonable evidence indicating claims will be made for unremedied damage to property owned by the City. (g) City's determination of an amount of liquidated damages. (h) Charges made for repairs to the Contractor's defective work or repairs made by the City to correct damage to other property. (i) Other amounts authorized under this Agreement or under any other agreement made between City and Contractor. G) Corrections of mistakes, errors and overpayments m 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 Paragraph. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 16 Page 33 of 642 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 Paragraph 1.09 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: D 17.03 For construction contracts funded in whole or in part by Certificates of Obligations, for "Extra Work," as defined in Paragraph 1.09 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 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 117 Page 34 of 642 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. (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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 18 Page 35 of 642 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 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 19 Page 36 of 642 (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 Paragraph 1.08. 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 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 Paragraph 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 increase in Contract Amount, except when due to City's intentional interference or fraud, Contractor's recovery shall be limited as outlined in subsection 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 20 Page 37 of 642 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 Texas A&M University weather service; 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 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 21 Page 38 of 642 thereof granted by the City's Representative pursuant to the terms of Paragraph 22 of this Agreement, then the Contractor does hereby agree as part of the consideration for the awarding of this Agreement that the City may permanently withhold from the Contractor's total compensation the sum of _T_w_o_H_u_n_d_re_d _________ _ and oo /100 DOLLARS ($ 200.00 ) 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 (l) 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, 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 (l) year warranty is specified for individual products, work, or materials, the longer warranty shall govern. 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, or otherwise not in accordance with this Agreement within one (l) 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 (l) 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 22 Page 39 of 642 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, superv1s10n, 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 (l) year after the installation or completion. The one (l) year warranty shall cover all Work, equipment, and materials that are part of this Project, whether or not a warra nty 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 Paragraph 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 shall state that the copy is a true and correct copy of such payroll and that no rebates or deductions (ex cept 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 23 Page 40 of 642 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 Applicab le 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. (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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 24 Page 41 of 642 (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. (e) 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. 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. Those policies set forth in Paragraphs 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 25 Page 42 of 642 (c) Pursuant to the explicit terms of Title 28, Section 110.11 O(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 'slperson '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 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 far all Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page 127 Page 43 of 642 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. 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 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 26 Page 44 of 642 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 notifj; 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, farm 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 verifj; 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: Contract No.20300420 (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 far one year thereafter; (6) notifj; 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 Construction Agreement Over $50,000 Form 08-28-19 Page I 28 Page 45 of 642 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 paragraphs (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. (c) Original endorsements affecting coverage required by this section shall be furnished with the certificates of insurance. 28. BOND PROVISIONS 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: (a) The Contractor shall execute performance and payment bonds for the full Contract Amount. (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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 29 Page 46 of 642 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 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 substa ntially 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 Paragraph 38, entitled "TERMINATION FOR CAUSE" shall be charged to the Contractor and the surety 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 30 Page 47 of 642 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 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 section 1.11, 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 section 1.12). 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 31 Page 48 of 642 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 section 1.10 of 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. 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 32 Page 49 of 642 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 paragraphs 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 subcontr actors. (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. 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 33 Page 50 of 642 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 Paragraph 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 be aring on the performance of the Work. 36. ROYALTIES AND LICENSING FEES 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 34 Page 51 of 642 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 (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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 35 Page 52 of 642 (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; ( c) Terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by the notice of termination; Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 36 Page 53 of 642 ( 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 transf erred; and/or 42. TERMINATION CONVERSION 42.01 Upon determination of Court of competent jurisdiction that termination of the Contractor pursuant to Paragraph 38 was wrongful and/or otherwise improper, such termination will be deemed converted to a termination for convenience pursuant to Paragraph 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 Paragraph 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 unenf orceable 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 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 Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 37 Page 54 of 642 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 an y 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. 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 38 Page 55 of 642 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 oflndemnification. City and Contractor hereby acknowledge and agree that this Agreement contains certain indemnification obligations and covenants. 46.16 Verification No Boycott Israel. To the extent this Contract is considered a contract for goods or 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. Contract No. 20300420 Construction Agreement Over $50,000 Form 08-28-19 Page I 39 Page 56 of 642 List of Exhibits A. Wage Rates B. Performance & Payment B onds C. Certificates of Insurance D. Plans & Specifications E. Construction Schedule F. Schedule of Values AIR CLEANING TECHNOLOGIES, INC. By: ____________ _ Printed Name: ----------- Contract No.20300420 Construction Agreement Over $50,000 Form 08-28-19 CITY OF COLLEGE STATION By: ____________ _ City Manager Date: APPROVED: City Attorney Date: ------ Assis tant City Manager/CFO Date: ------ Page I 40 Patrick S. Smith 5/8/2020 Executive Vice President 5/8/2020 Page 57 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT A DAVIS BACON WAGE RATES 20300420 Page 58 of 642 "General Decision Number: TX20200234 02/14/2020 Superseded General Decision Number: TX20190234 State: Texas Construction Type: Building County: Brazos County in Texas. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to Page 59 of 642 the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2020 1 02/14/2020 BOIL0074-003 01/01/2017 Rates Fringes BOILERMAKER......................$ 28.00 22.35 ----------------------------------------------------------- ----- * ELEV0031-003 01/01/2020 Rates Fringes ELEVATOR MECHANIC................$ 44.00 34.765 FOOTNOTES: A. 6% under 5 years based on regular hourly rate for all hours worked. 8% over 5 years based on regular hourly rate for all hours worked. B. Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Thanksgiving Day; Friday after Thanksgiving Day; Christmas Day; and Veterans Day. ----------------------------------------------------------- ----- ENGI0178-005 06/01/2014 Page 60 of 642 Rates Fringes POWER EQUIPMENT OPERATOR (1) Tower Crane.............$ 29.00 10.60 (2) Cranes with Pile Driving or Caisson Attachment and Hydraulic Crane 60 tons and above.....$ 28.75 10.60 (3) Hydraulic cranes 59 Tons and under..............$ 27.50 10.60 ----------------------------------------------------------- ----- IRON0084-011 06/01/2019 Rates Fringes IRONWORKER, ORNAMENTAL...........$ 24.42 7.12 ----------------------------------------------------------- ----- PLUM0068-002 10/01/2019 Rates Fringes PLUMBER..........................$ 36.15 11.04 ----------------------------------------------------------- ----- PLUM0211-002 10/01/2018 Rates Fringes PIPEFITTER (HVAC Pipe Installation Only)...............$ 33.30 12.26 ----------------------------------------------------------- ----- PLUM0286-011 06/03/2019 Rates Fringes PIPEFITTER (Excludes HVAC Pipe Installation)...............$ 30.35 13.52 ----------------------------------------------------------- ----- SHEE0054-002 07/01/2017 Rates Fringes Page 61 of 642 SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 27.72 13.70 ----------------------------------------------------------- ----- SUTX2014-009 07/21/2014 Rates Fringes BRICKLAYER.......................$ 20.00 0.00 CARPENTER, Excludes Form Work....$ 14.56 0.00 CEMENT MASON/CONCRETE FINISHER...$ 14.68 0.00 ELECTRICIAN......................$ 22.96 4.83 FORM WORKER......................$ 11.83 0.00 INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation)...............$ 19.77 7.13 IRONWORKER, REINFORCING..........$ 13.35 0.00 IRONWORKER, STRUCTURAL...........$ 20.74 5.25 LABORER: Common or General......$ 11.57 0.00 LABORER: Mason Tender - Brick...$ 10.96 0.00 LABORER: Mason Tender - Cement/Concrete..................$ 9.93 0.00 LABORER: Pipelayer..............$ 12.49 2.13 LABORER: Roof Tearoff...........$ 11.28 0.00 OPERATOR: Backhoe/Excavator/Trackhoe.......$ 14.33 0.00 OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 13.93 0.00 OPERATOR: Bulldozer.............$ 18.29 1.31 Page 62 of 642 OPERATOR: Drill.................$ 16.22 0.34 OPERATOR: Forklift..............$ 15.00 0.00 OPERATOR: Grader/Blade..........$ 14.34 1.68 OPERATOR: Loader................$ 14.01 0.44 OPERATOR: Mechanic..............$ 17.52 3.33 OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.03 0.00 OPERATOR: Roller................$ 13.11 0.00 PAINTER (Brush, Roller, and Spray)...........................$ 13.14 0.00 ROOFER...........................$ 13.75 0.00 SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 14.62 0.00 TILE FINISHER....................$ 11.22 0.00 TILE SETTER......................$ 14.74 0.00 TRUCK DRIVER: Dump Truck........$ 11.97 1.23 TRUCK DRIVER: Flatbed Truck.....$ 19.65 8.57 TRUCK DRIVER: Semi-Trailer Truck............................$ 12.50 0.00 TRUCK DRIVER: Water Truck.......$ 12.00 4.11 ----------------------------------------------------------- ----- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. =========================================================== Page 63 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 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. 20300420 Page 64 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT B PERFORMANCE AND PAYMENT BONDS 20300420 Page 65 of 642 Bond No. 1020922 FOR THE CONTRJ\CTOR: ATTEST & SEAL: (if a corporation) WITi'lESS: (if not a corporation) By:<at;J� Name: Patrick Smith Title: Executive Vice President Hate: May 14, 2020 FOR THE SURETY: ATTEST/WIT1; SS Name: Meghan Beede Title: Witness Date: May 14, 2020 FOR THE CITY: RE\ rEWF.D: City Attorney ------- AJR CLEANING TECHNOLOGIES, lNC. (SEAL) (N ame of Contractor) Name: Dave Duncan Title: President Hate: May 14, 2020 Oklahoma Surety Company (Full Name of Surety) P.O. Box 1409 Tulsa, OK 74101 (Address of Surety for Notice) B y :�� Name: Cathy Combs Title: Attorney-in-Fact Date: May 14, 2020 THE FOREGOING BOND TS ACCEPTED ON BEHALF OF THE CITY OF COLLEGE STATION, TEXAS: --·-·--·-------. -------------------------------·-··--··-- City .Manager NOTE: Date o(bonds must be on or after the date of execution bv City. Cornrnct No. 20300420 Construction Agreement Over $50.000 Form 08-28-19 Page 70 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT C CERTIFICATES OF INSURANCE AND ENDORSEMENTS 20300420 Page 71 of 642 -� AIRCL-1 no1n· ni::; ACORD. CERTIFICATE OF LIABILITY INSURANCE I DATE(MM/DD/YYYY} � 04/27/2020 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 riQhts to the certificate holder in lieu of such endorsement(s). PRODUCER 918-743-8811 RICH & CARTMILL, INC 2738 East 51st #400 Tulsa, OK 74105 Richard K Haverfield, CPCU A_NS'tftED ir eaning Tec hnologies Inc 1300 W Detroit Broken Arrow, OK 74012 COVERAGES CE RTIFICATE NUMBER· l?.S?.t:!l';�cT Richard K Haverfield, CPCU Fll 8.Nrr0• Exti: 918-743-8811 �;(l'l.f.J\:.,.,. INSURERfSl AFFORDING COVERAGE 1NsuRER A: The Ohio Casualty Ins Co INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: I r��. Nol: 918-7 44-8429 NAIC# 24074 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 ���D�I�';(�,!! ITR A x COMMERCIAL GENERAL LIABILITY -0 CLAIMS-MADE CR] OCCUR x x - -�'L AGGREGATE LIMIT APPLIES PER: POLICY [Kl ��8-r D LOC OTHER : A AUTOMOBILE LIABILITY -x ANY AUTO x x __ .,_ OWNED -� SCHEDULED AUTOS ONLY AUTOS --HIRED NON-OWNED -AUTOS ONLY -AUTOS ONLY A x UMBRELLA LIAB �OCCUR - EXCESSLIAB CLAIMS-MADE x x OED I x I RETENTION $ 10000 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N N/A I x ANY PROPRIETOR/PARTNER/EXECU TIVE D OFFICER/MEMBER EXCLUDED? (Mandatory In NH} M���fti{b� ��dg�ERA TIONS below I I POLICY NUMBER POLICY EFF ,_POLICY EXP BK02057018460 08/01/2019 08/01/2020 BA02057018460 08/01/2019 08/01/2020 US02057018460 08/01/2019 08/01/2020 XW02157018460 03/23/2020 03/23/2021 LIMITS EACH OCCUR RENCE 2�����J9E���;:�r?•nce\ MED EXP IAnv one oersonl PERSONAL & ADV INJURY GENERAL AGGREGATE _ _l"_B_()Q_LJ_QS_,(;Qf:-1.£'1Qf'_AGQ_ ������ .. ��1f1NGLE LIMIT -�QQLLYINJUB_Y_{F'_�r_f!!'�S()!JL $ $ $ $ $ .Ji - � $ _l _________ BODILY INJURY (Per accident) S tP�?�2c''fJ;rr,PiAMAGE $ $ EACH OCCURRENCE $ AGGREGATE s s x I �f�TUTF I I giJH· EL EACH ACCIDENT $ E.L. DISEASE -EA EMPLOYEE S E.L DISEASE -POLICY LIMIT $ 1,000,000 100,000 15,000 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 I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required} Installation of Vehicle Exhaust Systems at Fire Stations #1 #2 and #4 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of College Station THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1101 Texas Avenue College Station, TX 77840 AUTHORIZED REPRESENTATIVE I tilL/r� ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All r ights reserved. The ACORD name and logo are registered marks of ACORD Page 73 of 642 NOTEPAD: HOLDER CODE 1NsuREo·s NAME Air Cleaning Technologies Inc AIRCL-1 OP ID: DR The City of College st ation1 its agents, officials, employees and volunteers are named as Additional Insureds as respects General Liability, Automobile Liability and Umbrella Liability if required by written contract. Waiver of Subrogation is included in favor of The City of College St ationi its agents, officials, employees and volunteers as respects Genera Liability, Automobile Liability, Umbrella Liability and Workers Compensation if required by written contract. Primary Non-Contributory 30 Day Notice of Cancellation PAGE 2 Date 04/27/2020 Page 74 of 642 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS WA IVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT WC 42 03 04 B (Ed. 6-14) 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 lo benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. 1. Specific Waiver Name of person or organization x Blanket Waiver Schedule Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas Operatiorrn 3. Premium The premium charge for this endorsement shall be 2. oo 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 WC 42 03 04 B (Ed. 6-14) 1 of 2 © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 75 of 642 WC 42 03 04 B Ed. 6-14 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY 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 e; the policy.) Endorsement Effective Endorsement No. 0014 Policy Effective 03/23/2020 State Policy No. XWO (21) 57 01 84 60 Insured AIR CLEANING TECHNOLOGIES INC Premium Insurance Company The Ohio Casualty Insurance Company 11363 WC 42 03 04 B (Ed. 6-14) Countersigned by _______ _ 2 of 2 © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Page 76 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT D PLANS AND SPECIFICATIONS 20300420 Page 77 of 642 COLLEGE STATION FIRE DEPARTMENT VEHICLE EXHAUST SYSTEM – AFG GRANT Specific Requirements: Vehicle exhaust removal systems to be installed in Fire Stations #1, #2, and #4 General Requirements: Extraction System Overview The exhaust system shall be designed to vent 100 % of exhaust gases and particulate safely to the outside of the fire station. The exhaust system shall be designed and installed by factory trained and authorized personnel, certified by the manufacturer of the exhaust system. Manufacturers shall be required to have a minimum of five years of proven manufacturing experience in the manufacture of emergency vehicle exhaust extraction equipment. The department shall be able to use the exhaust system for performing engine and pumper checks indoors. System must be designed for high temperature vehicle exhaust fire rescue applications. The system shall automatically activate, disconnect, shutdown, and reactivate upon return without human intervention. Exceptions and Variances from any of the specifications outlined in these bid specifications must be acknowledged and listed on a sheet attached to your bid. If no exceptions are stated it will be understood that all specifications will be complied with, without exception. Quality Standard Assurance and Experience All standards of quality to be met and adhered to: UL, NFPA, AMCA, IMC, ASME, UMC, NEC and all local and state building codes. A current ISO certificate must be included in the bid package from the manufacturer of the system. Independent System testing information documenting the overall the effectiveness of the proposed system in a fire hall must be available. At least 10 recent fire station references in the state of Texas within the last five years a list must be included to verify experience in the fire/ rescue market. References are only to be provided for the specific equipment and model number being proposed for this project. Contact information shall be provided upon request. Manufacturing Experience: Companies that have 5 or more years of manufacturing experience of automatic vehicle exhaust removal systems for the fire/ rescue market are preferred. Installing Contractor must show experience of installing vehicle exhaust removal systems in the fire rescue industry. System Description: The exhaust system shall be a source capture system designed to handle exhaust fumes from diesel engines. The system shall address all capture points housed in the following Fire Stations: Fire Station #1 304 Holleman Drive East 1 back-in bay, 2 drive-through bays 3 vehicles currently housed at this station Fire Station #2 2200 Rio Grande Boulevard 4 back-in bays 4 vehicles currently house at this station Page 78 of 642 Fire Station #4 1550 George Bush Drive West 3 drive-through bays 4 vehicles currently housed at this station, 2 back-in and 2 drive-through * 2 top-stacked apparatus (ARFF) housed at this station * SCOPE OF WORK Specifications: Provide all labor, materials, and equipment necessary to put in working operation a complete turnkey system that will ventilate diesel and gasoline exhaust from the vehicle’s tailpipes to the outside of the fire station. All necessary controls, motors, fittings, ductwork, blowers, labor and all other equipment and materials specified shall be part of the work. Tailpipe modifications are to be performed by the bidder and included in bid pricing. All items of equipment and materials described in these specifications are to be furnished installed and placed into proper operating condition in accordance with best practices and the manufacture’s written or published instructions. The exhaust system shall be source capture system designed to vent 100% of exhaust gases from diesel engines and particulate safely to the outside of the fire station. System to be installed as a turnkey project with all labor, tailpipe modifications and duct material included in the scope of work. Electrical connections and Disconnect Switch shall be part of electrical contractor’s project scope. The system shall not affect personnel boarding the apparatus. The hose assembly shall not come into contact with the vehicle other than one connection point to the vehicle's tailpipe. The hose assembly shall not touch or drag on the bay floor. The exhaust system shall not block doorways, exits, and aisles in the apparatus bay, which could endanger the welfare of fire personnel or visitors. The department shall be able to use the exhaust system for performing engine and pumper checks indoors. The system must be designed for high-temperature vehicle exhaust fire rescue applications. The system shall automatically activate, disconnect, shutdown, and reactivate upon return. The system shall under no circumstances allow exhaust leakage or bypass the nozzle. No tailpipe adapter shall extend past the side of the apparatus in compliance with NFPA 1901. Exceptions and Variances from any of the specifications outlined in these bid specifications must be acknowledged and listed. Quality Standard Assurance and Experience: All standards of quality are met and adhered to UL, NFPA, AMCA, IMC, ASME, UMC, NEC and all local and state building codes. The product is to be supplied by the manufacturer with a current ISO-9001-2008 certificate in manufacturing, design, layout, and sales functions. Page 79 of 642 Manufacturing Experience: System manufacture must have manufacturing experience of automatic vehicle exhaust removal systems for the fire/rescue market. References must be made available upon request. Submittals indicating rated capacities and product features must be included for the following: a. Fan power ratings with blower curves provided b. Motor ratings and electrical characteristics c. Hose Ratings and testing verifications d. Controller e. Rail and Track information as specified Shop Drawings: a drawing showing detailed layout of the system including elevations, length of the track assembly, duct layout with detail and fan location. Air Volume and Fan Requirements: The exhaust fan shall provide an appropriate cfm to avoid pressure loss in the duct system but also limit noise disturbance. Fans shall be tested and balanced prior to installation, be manufactured in an ISO Certified Facility in accordance to AMCA Certification Standards. A safety disconnect in the vicinity of the blower fan motor must be provided. Fan motor shall be a totally enclosed, fan cooled and comply with UL 705 and NEMA Standards. Installation and Duct Connections: Complete exhaust system with all equipment and installation including the exhaust fan, control box, ductwork, track, hose and nozzle connection must be completed. Electrical work is not included in this scope of work. Tailpipe modifications from the muffler out that are required to ensure proper system operation are to be included in the scope of the work by the contractor. All penetration through walls and ceilings and roof shall be properly sealed, if a fire rated wall is penetrated the fire rated wall shall be sealed with the proper rated sealant. All duct material installed as part of this project shall conform to Class II SMACNA Standards. An appropriate rain cap shall be provided on the building exterior. All system components shall be labeled with manufacturer identification. Installation of the system shall be accomplished by a factory authorized installer that has experience installing emergency response exhaust systems. Nozzle Details and Attachment: The system must provide complete exhaust removal at the source from vehicle start-up to exit of the apparatus from the station. Nozzles should sufficiently seal to vent to the outside even in the event that fan does not properly activate. The system shall be designed so that attachment to exhaust hose is accomplished by the operator standing erect and with one simple motion to connect the system to the vehicle. A rigid lower hose section with handle shall be provided to allow for easy hose connection. Tailpipe Adapter plate shall be an appropriate diameter to provide sufficient ground clearance. Page 80 of 642 The tailpipe adapter and nozzle shall be uniform in size to allow vehicles to move freely from bay to bay. Pneumatic and magnetic nozzle designs will be considered. Sliding/Expandable Hose Track: The exhaust system shall use a track support system to convey the exhaust hose from the vehicle’s parked position all the way to the door threshold. Rail and track system must be supported using adjustable, telescopic support legs allowing for future adjustment and changes to the system. Suction Rail: To best facilitate possible situations where vehicles are parked in tandem and exited in the same direction a suction rail system must be used to provide a neat, clean installation. Complete with shock absorber assembly and rubber bumpers. The System Balancer: The System balancer shall retract and keep the hose and nozzle from dangling on the floor. Hose shall be supported by the balancer using a lifting elbow. Extraction System Exhaust Hose: The flexible exhaust hose is manufactured for the sole purpose of venting high-temperature exhaust gases which are produced by internal combustion engines. Auto-Start Control System: Control system shall be designed to sense the output pressure normally generated by an internal combustion engine. When the nozzle is connected to the vehicle's exhaust tailpipe and the vehicle is started by the operator an automatic controller, the increased output pressure shall be detected by a pressure sensor and activate the exhaust fan. A low voltage timer will keep the exhaust fan operating for a period of time designated by fire department procedures. As an option, ignition start activation may be also offered for consideration. System Warranty: Complete exhaust system parts warranty shall be for a minimum of 1 year. A warranty certificate describing the warranty to be provided must be included. Location and name of nearest service outlet should be listed. Location of parts inventory shall be indicated as well. Page 81 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Page 82 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Right Side of buildingPage 83 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Left Side of buildingPage 84 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Rear of buildingPage 85 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Bay areaA track will run the length of each bay for the system to move on and will be vented to the outside at the end of each bay.Each bay on all 3 fire stations will look similar and work in the same manner.TrackVent / FanExamplePage 86 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Bay areaPage 87 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Bay areaPage 88 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Bay areaPage 89 of 642 Fire Station #1304 Holleman Drive EastCollege Station, TX 77845Aerial ViewPage 90 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Front ViewPage 91 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Front ViewPage 92 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Rear ViewPage 93 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Left Side ViewPage 94 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Rear View from Right SidePage 95 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Bay Area ViewPage 96 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Aerial ViewPage 97 of 642 Fire Station #22200 Rio Grande Blvd.College Station, TX 77845Bay Area ViewPage 98 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Front ViewPage 99 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Rear ViewPage 100 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Left Side ViewPage 101 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Right Side ViewPage 102 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Bay AreaPage 103 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Bay AreaPage 104 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Bay AreaPage 105 of 642 Fire Station #41550 George Bush Dr. WestCollege Station, TX 77840Arial ViewPage 106 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT E CONSTRUCTION SCHEDULE "MMXPSLTIBMMCFDPNQMFUFEOPMBUFSUIBO4FQUFNCFS BOEJOTUSJDUBDDPSEBODFXJUIBMM TQFDJGJDBUJPOTBOEGFEFSBMHSBOUUFSNTBOEDPOEJUJPOTDPOUBJOFEJOUIFCJEBOEBXBSE XJUIUIF POMZFYUFOTJPOPGUJNFDPNJOHGSPNUIF'FEFSBMHPWFSONFOUJOSFHBSETUPUIFHSBOU 20300420 Page 107 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT F SCHEDULE OF VALUES 20300420 Page 108 of 642 Object Class Total 3HUVRQQHO  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)LUHᄾJKWHUV *UDQW 3URJUDP 10a.Phone No.   11.Eਢective Date of This Action  12.Method of Payment 27+(5 )(0$ *2 13.Assistance Arrangement &267 6+$5,1* 14.Performance Period WR  Budget Period WR  15.Description of Action a.(Indicate funding data for awards or ਣnancial changes) Program Name Abbreviation Assistance Listings No. Accounting Data(ACCS Code) Prior Total Award Amount Awarded This Action +or (-) Current Total Award Cumulative Non-Federal Commitment $)* ) *% 3[[[[ '  7RWDOV  b.To describe changes other than funding data or ਣnancial changes, attach schedule and check here: 1$ 16.FOR NON-DISASTER PROGRAMS:RECIPIENT IS REQUIRED TO SIGN AND16FORNON-DISASTER PROGRAMS:RECIPIENT IS REQUIRED TO SIGN AND RETURN THREE (3)COPIES OF THIS DOCUMENT TO FEMA (See Block 7 forRETURNTHREE(3)COPIES OF THIS DOCUMENT TO FEMA (See Block 7 for address)address) 7KLV ᄾHOG LV QRW DSSOLFDEOH IRU GLJLWDOO\VLJQHGJUDQWDJUHHPHQWV Page 124 of 642 17.RECIPIENT SIGNATORY OFFICIAL (Name and Title)DATE 18.FEMA SIGNATORY OFFICAL (Name and Title) Bridget Bean,Acting Assistant Administrator Grant Programs Directorate DATE 08/27/2019 Page 125 of 642 EHP Clearance Letter Page 2 of 2 This is official documentation and must be retained as part of the project record. A copy of this letter will be added to the grant file that includes this project. If you have further questions please contact GPDEHPinfo@dhs.gov. Page 126 of 642 U.S. Department of Homeland Security Washington, DC 20472 Page 1 of 2 December 20, 2019 To: Clayton Thompson, Program Analyst, GPD From: John Sarles, Environmental Specialist, GPD/EHP Subject: EHP Clearance for 2018-FO-01385 (37262) College Station TX Source Capture Documentation for the following project was submitted to the Grant Programs Directorate (GPD) for Environmental and Historic Preservation (EHP) review. Project Description: Install source capture exhaust systems Name of Grant Recipient: City of College Station Location:FS1 304 Holleman Dr E; FS2 2200 Rio Grande Blvd; & FS4 1550 George Bush Dr W; College Station TX Pgm, Grant #, Case ID: AFG 2018-FO-01385 (37262) The materials submitted were reviewed according to the National Environmental Policy Act (NEPA) of 1969, the National Historic Preservation Act (NHPA) and other EHP laws, regulations, and Executive Orders. After review of the documentation provided, the environmental review is now completed in accordance with DHS Instruction 023-01-001-01 and FEMA Instruction 108-1-1. Please inform the grantee that as a result of this determination their project has been approved for EHP compliance. The grantee must be informed that any change to the approved scope of work will require re-evaluation for compliance with NEPA and other laws and Executive Orders. The grantee must be informed of the special and standard conditions listed below. Failure to fulfill all project conditions may jeopardize funding. Special Conditions: None. Standard Conditions: x Any change to the approved scope of work will require re-evaluation for compliance with NEPA and other Laws and Executive Orders. x This review does not address all federal, state and local requirements. Acceptance of federal funding requires recipient to comply with all federal, state and local laws. Failure to obtain all appropriate federal, state and local environmental permits and clearances may jeopardize federal funding. x If ground disturbing activities occur during construction, applicant will monitor ground disturbance and if any potential archeological resources are discovered, will immediately cease construction in that area and notify the State and FEMA. Page 127 of 642 EHP Clearance Letter Page 2 of 2 This is official documentation and must be retained as part of the project record. A copy of this letter will be added to the grant file that includes this project. If you have further questions please contact GPDEHPinfo@dhs.gov. Page 128 of 642 SECTION A. PROJECT INFORMATION DHS Grant Award Number: ...... EMW·201B-F0-01385 Grant Program: .......................... _A_F_G __________ _ Grantee: ...................................... City of College Station Grantee POC : ..................... _B_r_ia_n_H_ll_to _n ________ _ Mailing address: .................. 1101 Texas Ave, College Station, TX 77840 E-mail: .................................. _b_h_ilt_on _@_cs_tx_._g_ov ______ _ Sub-grantee: ................................ ------------- Subgrantee POC: ................. ------------ Mailing address: .................. ------------- E-mail: .................................. ------------- Estimated cost of project: .......... _$_1 _68_,_10_0 _________ _ Project title: Source Capturing Exhaust Project location (physical address or latitude-longitude): 3 Locations, See Project Description Project Description. Provide a complete project description. The project description should contain a summary of what specific action is proposed, where it is proposed, how it will be implemented. Include a brief description of the objectives the project is designed to accomplish (the purpose), and the reason the project is needed. Use additional pages if necessary. If multiple sites are involved, provide the summary for each site: See Attachment 1 for locations and description. SECTION B. PROJECT TYPE Based on the proposed project activities, determine which project type applies below and complete the corresponding sections that follow. For multi-component projects or those that may fit into multiple project types, complete the sections that best apply and fully describe all major components in the project description. If the project involves multiple sites, information for each site (such as age of structure, location, ground disturbance, etc.) must be provided. Attach additional pages to this submission, if needed. 1. 0 Purchase of equipment. Projects in this category involve the purchase of equipment that will require installation on or in a building or structure. Complete other portions of Section B as needed. Complete Section C. I. 2. D Training and exercises. Projects in this category involve training exercises with any field-based components, such as drills or full-scale exercises. Complete Section C.2. 3. [!] Renovations/upgrades/modifications or physical security enhancements to existing structures. Projects in this category involve renovations, upgrades, retrofits, and installation of equipment or systems in or on a building or structure. Examples include, but are not limited to: interior building renovations; electrical system upgrades; sprinkler systems; vehicle exhaust systems; closed circuit television (CCTV) cameras; security fencing; access control for an area, building, or room; bollards; motion detection systems; OMB Control#: 1660-0115 FEMA Form: 024-0-1 2 Page 130 of 642 alarm systems; security door installation or upgrades; lighting; and audio-visual equipment (projectors, smart boards, whiteboards, monitors, displays, and projector screens). Complete Section C.3. 4. D Generator installation. Projects in this category involve installation of new or replacement generators, to include the concrete pads, underground fuel and electric lines, and if necessary, a fuel storage tank. Complete Section C.4. 5. D New construction/addition. Projects in this category involve new construction, addition to, or expansion of a facility. These projects involve construction of a new building, or expansion of the footprint or profile of a current structure. Complete Section C.S. 6. D Communication towers, antennas, and related equipment. Projects in this category involve construction of new or replacement communications towers, or installation of communications-related equipment on a tower or building or in a communications shelter or building. Complete Section C.6. 7. D Other. Projects that do not fit in any of the categories listed above. Complete Section C.7. SECTION C. PROJECT TYPE DETAILS Check the box that applies to the proposed project and complete the corresponding details. I. D Purchase of equipment. If the entire project is limited to purchase of mobile/portable equipment and there is no installation needed, this form does not need to be completed and submitted. a. Specify the equipment, and the quantity of each: ..................................... ----------- b. Provide the Authorized Equipment List (AEL) number(s) (if known): c. Complete Section D. 2. 0 Training and exercises. If the training is classroom and discussion-based only, and is not field-based, this form does not need to be completed and submitted. a. Describe the scope of the proposed training or exercise (purpose, materials, and type of a activities required): ............................................. ----------- b. Provide the location of the training (physical address or latitude- longitude): ................................................................................................. ----------- c. Would the training or exercise take place at an existing facility which has established procedures for that particular proposed training or exercise, and that conforms with existing land use designations? For further information refer to policy guidance at http://www.fema.i:ov!media-librar:y/assets/documents/85376: .............................................. D Yes D No • lf Yes, provide the name of the facility and the facility point of contact (name, telephone number, and email address): ....................... ------------ • lfNo, provide a narrative description of the area where the training or exercise would occur (e.g., exercise area within four points defined by latitudenongitude coordinates): .......................................... ------------ OMB Control#: 1660-0115 FEMA Form: 024-0-1 3 Page 131 of 642 • Does the field-based training/exercise differ from previously permitted training or exercises in any way, including, but not limited to frequency, amount of facilities/land used, materials or equipment used, number of participants, or type of activiti es? .......................................................... D Yes D No • If Yes, explain any differences between the proposed activity and Those that were approved in the past, and the reason(s) for the change in scope: ................................................................................................... ----------- • If No, provide reference to previous exercise (e.g., FEMA grant name, number, and date): ......................................................................... ----------- d. Would any equipment or structures need to be installed to facilitate training? ................................................................................................................................... 0 Yes D No • If Yes, complete Section D 3. lj] Renovations/upgrades/modifications, or physical security enhancements to existing structures. a. Complete Section D. 4. D Generator installation. a. Provide capacity of the generator (kW): ...................................................... ----------- b. Identify the fuel to be used for the generator (diesel/propane/natural gas): . ----------- c. Identify where the fuel for the generator would be stored (e.g. stand-alone tank, above or below ground, or incorporated in generator): ........................ ------------ d. Complete Section D. 5. D New construction/addition. a. Provide detailed project description (site acreage, new facility square footage/number of stories, utilities, parking, stonn-water features, etc.): ..... ------------ b. Provide technical drawings or site plans of the proposed project: .......................................... D Attached c. Complete Section D. 6. 0 Communication towers, antennas, and related equipment. a. Provide the current net height (in feet above ground level) of the existing tower or building (with current attached equipment): ................................. ------------ b. Provide the height (in feet above ground level) of the existing tower or building after adding/replacing equipment .................................................. ------------ Complere items 6.c Uirongb 6.q below ONLY if this p.roject involves construction of a new or replacement communicat1Gll6 tower. Otherwise continue to Secti9n D.. Information regarding National Historic ,Preservation Act Section 106 Review Requirements for Communications Facilities and information on ERP requirements for communications towers is available at: hfW://www. fema. goy(media-l ibraiyl assetsldocu men ts /853 76. OMB Control#: 1660-0115 FEMA Fonn: 024-0-1 4 Page 132 of 642 c. Provide the ground-level elevation (feet above mean sea level) of the site of the proposed communications tower: ....................................................... ------------- d. Provide the total height (in feet above ground level) of the proposed communications tower or structure, including any antennas to be mounted: ------------ • If greater than 199 feet above ground level, state why this is needed to meet the requirements of the project: ................................................... ------------ e. Would the tower be free-standing or require guy wires? ............................. D Free standing D Guy wires f. g. h. i. j. • If guy wires are required, state number of bands and the number of wires per band: ......................................................................................... ------------ • Explain why a guyed tower is needed to meet the requirements of this project: ............................................................................................. ------------ What kind of lighting would be installed, if any (e.g., white strobe, red strobe, or steady burning)? ............................................................................ ----------- Provide a general description of terrain (e.g., mountainous, rolling hills, flat to undulating): ......................................................................................... ----------- Describe the frequency and seasonality of fog/low cloud cover: .................. ------------ Provide a list of habitat types and land use at and adjacent to the tower site (within Yi mile), by acreage and percentage of total (e.g., woodland conifer forest, grassland, agriculture) water body, marsh: ............................ ------------ Is there evidence of bird roosts or rookeries present within Yi mile of the proposed site? .......................................................................................................................... D Yes 0 No • Describe how presence/absence of bird roosts or rookeries was determined: .............................................................................................. ------------ k. Identify the distance to nearest wetland area (e.g., forested swamp, marsh, riparian, marine) and coastline if applicable: .................................... ------------ 1. Distance to nearest existing telecommunication tower: ................................ ------------ m. Have measures been incorporated for minimizing impacts to migratory birds? ....................................................................................................................................... D Yes 0 No • If Yes, describe: ....................................................................................... ------------ n. Has a Federal Communications Commission (FCC) registration been obtained for this tower? ............................................................................................................ D Yes 0 No • If Yes, provide Registration #: ................................................................ ___________ _ • If No, why? ................................................................................ __________ _ o. Has the FCC El06 process been completed? .......................................................................... D Yes D No p. Has the FCC Tower Construction Notification System (TCNS) process been completed? ...................................................................................................................... D Yes D No • If Yes, attach the environmental documentation submitted as part of the registration process including use of the Tower Construction OMB Control#: 1660-0115 FEMA Form: 024-0-1 5 Page 133 of 642 Notification System {TCNS), if applicable. FRN#: ................................ ----------- q. Would any related equipment or structures need to be installed (e.g., backup generator and fuel source, communications shelter, fencing, or security measures)? ............................................................................................................................... D Yes D No • IfYes, explain where and how each installation would be done. Provide details about generator capacity (kW), fuel source, fuel location and tank volume, amount of fencing, and size of communication shelter: ..... ------------ r. Complete Section D. 7. D Other. Complete this section if the proposed project does not fit any of the categories above. a. Provide a complete project description: ....................................................... ------------ b. Complete Section D. SECTION D. PROJECT DETAILS Complete all of the information requested below. I. [i] Project installation a. Explain how and where renovations/upgrades/modifications would take place, or where equipment/systems will be installed: ................................. ------------ b. Would ground disturbance be required to complete the project or training? .......................... D Yes [i] No • If Yes, provide total extent (depth, length, and width) of each ground­ disturbing activity. Include both digging and trenching. For example, light poles and fencing have unique ground-disturbing activities (e.g., six light poles, 24" dia. x 4' deep; trenching 12" x 500' x 18" deep; 22 fence posts, 12" diameter x 3' deep, and 2 gate posts, 18" diameter x 3' deep): .............................................................................................. ------------ • If Yes, describe the current disturbed condition of the area (e.g., parking lot, road right-of-way, commercial development): .................... ------------ c. Would the equipment use the existing infrastructure for electrical distribution systems? ............................................................................................................... [i] Yes D No • If No, describe power source and detail its installation at the site: ......... . 2. D Age of structure/building at project site a. Provide the year existing building(s) or structure(s) on/in/nearest to the -----------� location involved in the proposed project was built .................................... ------�------ • If the building or structure involved is over 45 years old and OMB Control#: 1660-0115 FEMA Form: 024-0-1 6 Page 134 of 642 significant renovation, rehabilitation, or modification has occurred, provide the year(s) modified and briefly describe the nature of the modification(s): ................................................................................. ------------ b. Are there any structures or buildings that are 50 years old or older in or adjacent to the project area? .................................................................................................... D Yes [j] No • If yes, provide the location of the structure(s), ground-level color photographs of the structure(s), and identify their location(s) on an aerial map: .............................................................................................. ------------ c. Is the project site listed in the National Register of Historic Places (National Register), or in/near a designated local or National Register Historic District? The internet address for the National Register is: http://nrhp.focus.aps.&QY ................................................................................................ D Yes [j] No • If Yes, identify the name of the historic property, site and/or district and the National Register document number: ...................................... ------------ 3. r8J Site photographs, maps and drawings a. Attach site photographs. Site photographs are required for all projects. Use the following as a checklist for photographs of your project. Attach photographs to this document or as accompanying documents in your submission. • Labeled, color, ground-level photographs of the project site: ............................................ �Required • Labeled, color photograph of each location where equipment would be attached to a building or structure: .................................................................................... �Required • Labeled, color aerial photograph of the project site: .......................................................... � Required • Labeled, color aerial photographs that show the extent of ground disturbance (if applicable): ................................................................................................ D Attached • Labeled, color ground-level color photographs of the structure from each exterior side of the building/structure (applicable only if building/structure is more than 45 years old): ................................................................... D Attached b. Are there technical drawings or site plans available? ............................................................ 0 Yes� No • If yes, attach: ..................................................................................................................... D Attached 4. D Environmental documentation a. Is there any previously completed environmental documentation for this project at this proposed project site (e.g., Environmental Assessment, or _ wetland delineation, or cultural/archaeological study)? ........................................................... D Yes IJ( No • If Yes, attach documentation with this form: ..................................................................... 0 Attached b. Is there any previously completed agency coordination for this project (e.g., correspondence with the U.S. Fish and Wildlife Service, State Historic Preservation Office, Tribal Historic Preservation Office)? ....................................... D Yes� No • If Yes, attach documentation with this form: ..................................................................... D Attached OMB Control#: 1660-0115 FEMA F onn: 024-0-1 7 Page 135 of 642 c. Was a NEPA document was prepared for this project? .......................................................... D Yes �No • If Yes, what was the decision? (Check one, and please attach): 0 Finding ofNo Significant Impact (FONSI) from an Environmental Assessment (EA) or D Record of Decision (ROD) from an Environmental Impact Statement (EIS). Name of preparing agency: ... __________ _ Date approved: ...................... , __________ _ OMB Control#: 1660-0115 FEMA Form: 024-0-1 8 Page 136 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT A DAVIS BACON WAGE RATES Page 137 of 642 "General Decision Number: TX20200234 02/14/2020 Superseded General Decision Number: TX20190234 State: Texas Construction Type: Building County: Brazos County in Texas. BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to Page 138 of 642 the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/03/2020 1 02/14/2020 BOIL0074-003 01/01/2017 Rates Fringes BOILERMAKER......................$ 28.00 22.35 ----------------------------------------------------------- ----- * ELEV0031-003 01/01/2020 Rates Fringes ELEVATOR MECHANIC................$ 44.00 34.765 FOOTNOTES: A. 6% under 5 years based on regular hourly rate for all hours worked. 8% over 5 years based on regular hourly rate for all hours worked. B. Holidays: New Year's Day; Memorial Day; Independence Day; Labor Day; Thanksgiving Day; Friday after Thanksgiving Day; Christmas Day; and Veterans Day. ----------------------------------------------------------- ----- ENGI0178-005 06/01/2014 Page 139 of 642 Rates Fringes POWER EQUIPMENT OPERATOR (1) Tower Crane.............$ 29.00 10.60 (2) Cranes with Pile Driving or Caisson Attachment and Hydraulic Crane 60 tons and above.....$ 28.75 10.60 (3) Hydraulic cranes 59 Tons and under..............$ 27.50 10.60 ----------------------------------------------------------- ----- IRON0084-011 06/01/2019 Rates Fringes IRONWORKER, ORNAMENTAL...........$ 24.42 7.12 ----------------------------------------------------------- ----- PLUM0068-002 10/01/2019 Rates Fringes PLUMBER..........................$ 36.15 11.04 ----------------------------------------------------------- ----- PLUM0211-002 10/01/2018 Rates Fringes PIPEFITTER (HVAC Pipe Installation Only)...............$ 33.30 12.26 ----------------------------------------------------------- ----- PLUM0286-011 06/03/2019 Rates Fringes PIPEFITTER (Excludes HVAC Pipe Installation)...............$ 30.35 13.52 ----------------------------------------------------------- ----- SHEE0054-002 07/01/2017 Rates Fringes Page 140 of 642 SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 27.72 13.70 ----------------------------------------------------------- ----- SUTX2014-009 07/21/2014 Rates Fringes BRICKLAYER.......................$ 20.00 0.00 CARPENTER, Excludes Form Work....$ 14.56 0.00 CEMENT MASON/CONCRETE FINISHER...$ 14.68 0.00 ELECTRICIAN......................$ 22.96 4.83 FORM WORKER......................$ 11.83 0.00 INSULATOR - MECHANICAL (Duct, Pipe & Mechanical System Insulation)...............$ 19.77 7.13 IRONWORKER, REINFORCING..........$ 13.35 0.00 IRONWORKER, STRUCTURAL...........$ 20.74 5.25 LABORER: Common or General......$ 11.57 0.00 LABORER: Mason Tender - Brick...$ 10.96 0.00 LABORER: Mason Tender - Cement/Concrete..................$ 9.93 0.00 LABORER: Pipelayer..............$ 12.49 2.13 LABORER: Roof Tearoff...........$ 11.28 0.00 OPERATOR: Backhoe/Excavator/Trackhoe.......$ 14.33 0.00 OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 13.93 0.00 OPERATOR: Bulldozer.............$ 18.29 1.31 Page 141 of 642 OPERATOR: Drill.................$ 16.22 0.34 OPERATOR: Forklift..............$ 15.00 0.00 OPERATOR: Grader/Blade..........$ 14.34 1.68 OPERATOR: Loader................$ 14.01 0.44 OPERATOR: Mechanic..............$ 17.52 3.33 OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 16.03 0.00 OPERATOR: Roller................$ 13.11 0.00 PAINTER (Brush, Roller, and Spray)...........................$ 13.14 0.00 ROOFER...........................$ 13.75 0.00 SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 14.62 0.00 TILE FINISHER....................$ 11.22 0.00 TILE SETTER......................$ 14.74 0.00 TRUCK DRIVER: Dump Truck........$ 11.97 1.23 TRUCK DRIVER: Flatbed Truck.....$ 19.65 8.57 TRUCK DRIVER: Semi-Trailer Truck............................$ 12.50 0.00 TRUCK DRIVER: Water Truck.......$ 12.00 4.11 ----------------------------------------------------------- ----- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. =========================================================== Page 142 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 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. Page 143 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT B PERFORMANCE AND PAYMENT BONDS Page 144 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT C CERTIFICATES OF INSURANCE AND ENDORSEMENTS Page 145 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT D PLANS AND SPECIFICATIONS Page 146 of 642 COLLEGE STATION FIRE DEPARTMENT VEHICLE EXHAUST SYSTEM – AFG GRANT Specific Requirements: Vehicle exhaust removal systems to be installed in Fire Stations #1, #2, and #4 General Requirements: Extraction System Overview The exhaust system shall be designed to vent 100 % of exhaust gases and particulate safely to the outside of the fire station. The exhaust system shall be designed and installed by factory trained and authorized personnel, certified by the manufacturer of the exhaust system. Manufacturers shall be required to have a minimum of five years of proven manufacturing experience in the manufacture of emergency vehicle exhaust extraction equipment. The department shall be able to use the exhaust system for performing engine and pumper checks indoors. System must be designed for high temperature vehicle exhaust fire rescue applications. The system shall automatically activate, disconnect, shutdown, and reactivate upon return without human intervention. Exceptions and Variances from any of the specifications outlined in these bid specifications must be acknowledged and listed on a sheet attached to your bid. If no exceptions are stated it will be understood that all specifications will be complied with, without exception. Quality Standard Assurance and Experience All standards of quality to be met and adhered to: UL, NFPA, AMCA, IMC, ASME, UMC, NEC and all local and state building codes. A current ISO certificate must be included in the bid package from the manufacturer of the system. Independent System testing information documenting the overall the effectiveness of the proposed system in a fire hall must be available. At least 10 recent fire station references in the state of Texas within the last five years a list must be included to verify experience in the fire/ rescue market. References are only to be provided for the specific equipment and model number being proposed for this project. Contact information shall be provided upon request. Manufacturing Experience: Companies that have 5 or more years of manufacturing experience of automatic vehicle exhaust removal systems for the fire/ rescue market are preferred. Installing Contractor must show experience of installing vehicle exhaust removal systems in the fire rescue industry. System Description: The exhaust system shall be a source capture system designed to handle exhaust fumes from diesel engines. The system shall address all capture points housed in the following Fire Stations: Fire Station #1 304 Holleman Drive East 1 back-in bay, 2 drive-through bays 3 vehicles currently housed at this station Fire Station #2 2200 Rio Grande Boulevard 4 back-in bays 4 vehicles currently house at this station Page 147 of 642 Fire Station #4 1550 George Bush Drive West 3 drive-through bays 4 vehicles currently housed at this station, 2 back-in and 2 drive-through * 2 top-stacked apparatus (ARFF) housed at this station * SCOPE OF WORK Specifications: Provide all labor, materials, and equipment necessary to put in working operation a complete turnkey system that will ventilate diesel and gasoline exhaust from the vehicle’s tailpipes to the outside of the fire station. All necessary controls, motors, fittings, ductwork, blowers, labor and all other equipment and materials specified shall be part of the work. Tailpipe modifications are to be performed by the bidder and included in bid pricing. All items of equipment and materials described in these specifications are to be furnished installed and placed into proper operating condition in accordance with best practices and the manufacture’s written or published instructions. The exhaust system shall be source capture system designed to vent 100% of exhaust gases from diesel engines and particulate safely to the outside of the fire station. System to be installed as a turnkey project with all labor, tailpipe modifications and duct material included in the scope of work. Electrical connections and Disconnect Switch shall be part of electrical contractor’s project scope. The system shall not affect personnel boarding the apparatus. The hose assembly shall not come into contact with the vehicle other than one connection point to the vehicle's tailpipe. The hose assembly shall not touch or drag on the bay floor. The exhaust system shall not block doorways, exits, and aisles in the apparatus bay, which could endanger the welfare of fire personnel or visitors. The department shall be able to use the exhaust system for performing engine and pumper checks indoors. The system must be designed for high-temperature vehicle exhaust fire rescue applications. The system shall automatically activate, disconnect, shutdown, and reactivate upon return. The system shall under no circumstances allow exhaust leakage or bypass the nozzle. No tailpipe adapter shall extend past the side of the apparatus in compliance with NFPA 1901. Exceptions and Variances from any of the specifications outlined in these bid specifications must be acknowledged and listed. Quality Standard Assurance and Experience: All standards of quality are met and adhered to UL, NFPA, AMCA, IMC, ASME, UMC, NEC and all local and state building codes. The product is to be supplied by the manufacturer with a current ISO-9001-2008 certificate in manufacturing, design, layout, and sales functions. Page 148 of 642 Manufacturing Experience: System manufacture must have manufacturing experience of automatic vehicle exhaust removal systems for the fire/rescue market. References must be made available upon request. Submittals indicating rated capacities and product features must be included for the following: a.Fan power ratings with blower curves provided b.Motor ratings and electrical characteristics c.Hose Ratings and testing verifications d. Controller e.Rail and Track information as specified Shop Drawings: a drawing showing detailed layout of the system including elevations, length of the track assembly, duct layout with detail and fan location. Air Volume and Fan Requirements: The exhaust fan shall provide an appropriate cfm to avoid pressure loss in the duct system but also limit noise disturbance. Fans shall be tested and balanced prior to installation, be manufactured in an ISO Certified Facility in accordance to AMCA Certification Standards. A safety disconnect in the vicinity of the blower fan motor must be provided. Fan motor shall be a totally enclosed, fan cooled and comply with UL 705 and NEMA Standards. Installation and Duct Connections: Complete exhaust system with all equipment and installation including the exhaust fan, control box, ductwork, track, hose and nozzle connection must be completed. Electrical work is not included in this scope of work. Tailpipe modifications from the muffler out that are required to ensure proper system operation are to be included in the scope of the work by the contractor. All penetration through walls and ceilings and roof shall be properly sealed, if a fire rated wall is penetrated the fire rated wall shall be sealed with the proper rated sealant. All duct material installed as part of this project shall conform to Class II SMACNA Standards. An appropriate rain cap shall be provided on the building exterior. All system components shall be labeled with manufacturer identification. Installation of the system shall be accomplished by a factory authorized installer that has experience installing emergency response exhaust systems. Nozzle Details and Attachment: The system must provide complete exhaust removal at the source from vehicle start-up to exit of the apparatus from the station. Nozzles should sufficiently seal to vent to the outside even in the event that fan does not properly activate. The system shall be designed so that attachment to exhaust hose is accomplished by the operator standing erect and with one simple motion to connect the system to the vehicle. A rigid lower hose section with handle shall be provided to allow for easy hose connection. Tailpipe Adapter plate shall be an appropriate diameter to provide sufficient ground clearance. Page 149 of 642 The tailpipe adapter and nozzle shall be uniform in size to allow vehicles to move freely from bay to bay. Pneumatic and magnetic nozzle designs will be considered. Sliding/Expandable Hose Track: The exhaust system shall use a track support system to convey the exhaust hose from the vehicle’s parked position all the way to the door threshold. Rail and track system must be supported using adjustable, telescopic support legs allowing for future adjustment and changes to the system. Suction Rail: To best facilitate possible situations where vehicles are parked in tandem and exited in the same direction a suction rail system must be used to provide a neat, clean installation. Complete with shock absorber assembly and rubber bumpers. The System Balancer: The System balancer shall retract and keep the hose and nozzle from dangling on the floor. Hose shall be supported by the balancer using a lifting elbow. Extraction System Exhaust Hose: The flexible exhaust hose is manufactured for the sole purpose of venting high-temperature exhaust gases which are produced by internal combustion engines. Auto-Start Control System: Control system shall be designed to sense the output pressure normally generated by an internal combustion engine. When the nozzle is connected to the vehicle's exhaust tailpipe and the vehicle is started by the operator an automatic controller, the increased output pressure shall be detected by a pressure sensor and activate the exhaust fan. A low voltage timer will keep the exhaust fan operating for a period of time designated by fire department procedures. As an option, ignition start activation may be also offered for consideration. System Warranty: Complete exhaust system parts warranty shall be for a minimum of 1 year. A warranty certificate describing the warranty to be provided must be included. Location and name of nearest service outlet should be listed. Location of parts inventory shall be indicated as well. Page 150 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Page 151 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Right Side of building Page 152 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Left Side of building Page 153 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Rear of building Page 154 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Bay area A track will run the length of each bay for the system to move on and will be vented to the outside at the end of each bay. Each bay on all 3 fire stations will look similar and work in the same manner. Track Vent / Fan Example Page 155 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Bay area Page 156 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Bay area Page 157 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Bay area Page 158 of 642 Fire Station #1 304 Holleman Drive East College Station, TX 77845 Aerial View Page 159 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Front View Page 160 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Front View Page 161 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Rear View Page 162 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Left Side View Page 163 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Rear View from Right Side Page 164 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Bay Area View Page 165 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Bay Area View Page 166 of 642 Fire Station #2 2200 Rio Grande Blvd. College Station, TX 77845 Aerial View Page 167 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Front View Page 168 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Rear View Page 169 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Left Side View Page 170 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Right Side View Page 171 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Bay Area Page 172 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Bay Area Page 173 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Bay Area Page 174 of 642 Fire Station #4 1550 George Bush Dr. West College Station, TX 77840 Arial View Page 175 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT E CONSTRUCTION SCHEDULE Page 176 of 642 Contract No.___________ Construction Agreement Over $50,000 Form 08-28-19 EXHIBIT F SCHEDULE OF VALUES Page 177 of 642 2018 ASSISTANCE TO FIREFIGHTERS GRANT AWARD PACKAGE ITB 20-029 Installation of Vehicle Exhaust Removal Systems 29 of 29 Page 178 of 642 Award Letter U.S.Department of Homeland Security Washington,D.C.20472 Mike Clements City Of College Station P.O.BOX 9960 COLLEGE STATION,TX 77842 EMW-2018-FO-01385 Dear Mike Clements, Congratulations on behalf of the Department of Homeland Security.Your application submitted for the Fiscal Year (FY)2018 Assistance to Firefighters Grant (AFG)funding opportunity has been approved in the amount of $286,906.36 in Federal funding.As a condition of this grant,you are required to contribute non-Federal funds equal to or greater than 10.00 percent of the Federal funds awarded,or $28,690.64 for a total approved budget of $315,597.00 .Please see the FY 2018 AFG Notice of Funding Opportunity for information on how to meet this cost share requirement. Before you request and receive any of the Federal funds awarded to you,you must establish acceptance of the award through the FEMA Grants Outcomes (FEMA GO)system.By accepting this award,you acknowledge that the terms of the following documents are incorporated into the terms of your award: Summary Award Memo -included in this document Agreement Articles -included in this document Obligating Document -included in this document 2018 AFG Notice of Funding Opportunity (NOFO)-incorporated by reference Please make sure you read,understand,and maintain a copy of these documents in your official file for this award. Sincerely, Bridget Bean Acting Assistant Administrator Grant Programs Directorate Page 179 of 642 Summary Award Memo Program:Fiscal Year 2018 Assistance to Firefighters Grant Recipient:City Of College Station DUNS number:040330300 Award number:EMW-2018-FO-01385 Summary description of award The purpose of the Assistance to Firefighters Grant program is to protect the health and safety of the public and firefighting personnel against fire and fire-related hazards. After careful consideration,FEMA has determined that the recipient`s project or projects submitted as part of the recipient`s application and detailed in the project narrative as well as the request details section of the application -including budget information -was consistent with the Assistance to Firefighters Grant Program`s purpose and was worthy of award. Except as otherwise approved as noted in this award, the information you provided in your application for FY2018 Assistance to Firefighters Grants funding is incorporated into the terms and conditions of this award.This includes any documents submitted as part of the application. Amount awarded The amount of the award is detailed in the attached Obligating Document for Award. The following are the budgeted estimates for object classes for this award (including Federal share plus your cost share,if applicable): Page 180 of 642 Object Class Total Personnel $0.00 Fringe Benefits $0.00 Travel $0.00 Equipment $168,700.00 Supplies $0.00 Contractual $0.00 Construction $0.00 Other $146,897.00 Federal $286,906.36 Non-Federal $28,690.64 Total $315,597.00 Approved scope of work After review of your application,FEMA has approved the below scope of work. Justifications are provided for any differences between the scope of work in the original application and the approved scope of work under this award.You must submit scope or budget revision requests for FEMA`s prior approval,via an amendment request,as appropriate per 2 C.F.R. §200.308 and the FY2018 AFG NOFO. Approved request details: Training Page 181 of 642 Source Capture Exhaust System(s) DESCRIPTION The College Station Fire Department is requesting source capturing diesel exhaust removal systems for three of our fire stations.This section will be for fire station 4 located at 1550 FM 2347. QUANTITY 4 UNIT PRICE $17,475.00 TOTAL $69,900.00 BUDGET CLASS Equipment Source Capture Exhaust System(s) DESCRIPTION The College Station Fire Department is requesting source capturing diesel exhaust removal systems for three of our fire stations.This section will be for fire station 2 located at 2200 Rio Grande. QUANTITY 4 UNIT PRICE $9,225.00 TOTAL $36,900.00 BUDGET CLASS Equipment Page 182 of 642 Source Capture Exhaust System(s) DESCRIPTION The College Station Fire Department is requesting source capturing diesel exhaust removal systems for three of our fire stations.This section will be for fire station 1 located at 304 Holleman Dr E. QUANTITY 4 UNIT PRICE $15,475.00 TOTAL $61,900.00 BUDGET CLASS Equipment Page 183 of 642 Agreement Articles Program:Fiscal Year 2018 Assistance to Firefighters Grant Recipient:City Of College Station DUNS number:040330300 Award number:EMW-2018-FO-01385 Table of contents Page 184 of 642 Article 1 Assurances,Administrative Requirements,Cost Principles,Representations and Certifications Article 2 DHS Specific Acknowledgements and Assurances Article 3 Acknowledgement of Federal Funding from DHS Article 4 Activities Conducted Abroad Article 5 Age Discrimination Act of 1975 Article 6 Americans with Disabilities Act of 1990 Article 7 Best Practices for Collection and Use of Personally Identifiable Information (PII) Article 8 Civil Rights Act of 1964 –Title VI Article 9 Civil Rights Act of 1968 Article 10 Copyright Article 11 Debarment and Suspension Article 12 Drug-Free Workplace Regulations Article 13 Duplication of Benefits Article 14 Education Amendments of 1972 (Equal Opportunity in Education Act)–Title IX Article 15 Energy Policy and Conservation Act Article 16 False Claims Act and Program Fraud Civil Remedies Article 17 Federal Debt Status Article 18 Federal Leadership on Reducing Text Messaging while Driving Article 19 Fly America Act of 1974 Article 20 Hotel and Motel Fire Safety Act of 1990 Article 21 Limited English Proficiency (Civil Rights Act of 1964, Title VI) Article 22 Lobbying Prohibitions Article 23 National Environmental Policy Act Article 24 Nondiscrimination in Matters Pertaining to Faith-Based Organizations Page 185 of 642 Article 25 Non-supplanting Requirement Article 26 Notice of Funding Opportunity Requirements Article 27 Patents and Intellectual Property Rights Article 28 Procurement of Recovered Materials Article 29 Rehabilitation Act of 1973 Article 30 Reporting of Matters Related to Recipient Integrity and Performance Article 31 Reporting Subawards and Executive Compensation Article 32 SAFECOM Article 33 Terrorist Financing Article 34 Trafficking Victims Protection Act of 2000 Article 35 Universal Identifier and System of Award Management (SAM) Article 36 USA Patriot Act of 2001 Article 37 Use of DHS Seal,Logo and Flags Article 38 Whistleblower Protection Act Article 39 Acceptance of Post Award Changes Article 40 Prior Approval for Modification of Approved Budget Article 41 Disposition of Equipment Acquired Under the Federal Award Article 42 Environmental Planning and Historic Preservation Page 186 of 642 Article 1 Assurances,Administrative Requirements,Cost Principles, Representations and Certifications DHS financial assistance recipients must complete either the Office of Management and Budget(OMB)Standard Form 424B Assurances - Non- Construction Programs,or OMB Standard Form 424D Assurances -Construction Programs as applicable.Certain assurances in these documents may not be applicable to your program,and the DHS financial assistance office (DHS FAO) may require applicants to certify additional assurances. Applicants are required to fill out the assurances applicable to their program as instructed by the awarding agency.Please contact the DHS FAO if you have any questions.DHS financial assistance recipients are required to follow the applicable provisions of the Uniform Administrative Requirements,Cost Principles, and Audit Requirements for Federal Awards located at Title 2,Code of Federal Regulations(C.F.R) Part 200, and adopted by DHS at 2 C.F.R.Part 3002. Article 2 DHS Specific Acknowledgements and Assurances All recipients,subrecipients,successors,transferees, and assignees must acknowledge and agree to comply with applicable provisions governing DHS access to records,accounts,documents,information, facilities, and staff. 1. Recipients must cooperate with any compliance reviews or compliance investigations conducted by DHS.2.Recipients must give DHS access to, and the right to examine and copy,records,accounts, and other documents and sources of information related to the federal financial assistance award and permit access to facilities,personnel,and other individuals and information as may be necessary, as required by DHS regulations and other applicable laws or program guidance. 3. Recipients must submit timely,complete,and accurate reports to the appropriate DHS officials and maintain appropriate backup documentation to support the reports.4.Recipients must comply with all other special reporting, data collection, and evaluation requirements,as prescribed by law or detailed in program guidance.5.Recipients of federal financial assistance from DHS must complete the DHS Civil Rights Evaluation Tool within thirty (30)days of receipt of the Notice of Award or,for State Administering Agencies, thirty (30) days from receipt of the DHS Civil Rights Evaluation Tool from DHS or its awarding component agency. Recipients are required to provide this information once every two (2)years, not every time an award is made.After the initial submission for the first award under which this term applies,recipients are only required to submit updates every two years,not every time a grant is awarded.Recipients should submit the completed tool,including supporting materials to CivilRightsEvaluation@hq.dhs.gov. This tool clarifies the civil rights obligations and related reporting requirements contained in the DHS Standard Terms and Conditions.Subrecipients are not required to complete and submit this tool to DHS.The evaluation tool can be found at https:////www.dhs.gov/publication/dhs-civil-rights-evaluation-tool.. Article 3 Acknowledgement of Federal Funding from DHS Recipients must acknowledge their use of federal funding when issuing statements,press releases,requests for proposals,bid invitations, and other documents describing projects or programs funded in whole or in part with federal funds. Page 187 of 642 Article 4 Activities Conducted Abroad Recipients must ensure that project activities carried on outside the United States are coordinated as necessary with appropriate government authorities and that appropriate licenses,permits,or approvals are obtained. Article 5 Age Discrimination Act of 1975 Recipients must comply with the requirements of the Age Discrimination Act of 1975,Pub.L.No.94-135 (1975)(codified as amended at Title 42, U.S. Code, § 6101 et seq.),which prohibits discrimination on the basis of age in any program or activity receiving federal financial assistance. Article 6 Americans with Disabilities Act of 1990 Recipients must comply with the requirements of Titles I, II, and III of the Americans with Disabilities Act,Pub.L.No. 101-336 (1990) (codified as amended at 42 U.S.C.§§12101–12213),which prohibits recipients from discriminating on the basis of disability in the operation of public entities, public and private transportation systems,places of public accommodation,and certain testing entities. Article 7 Best Practices for Collection and Use of Personally Identifiable Information (PII) Recipients who collect PII are required to have a publically-available privacy policy that describes standards on the usage and maintenance of PII they collect. DHS defines personally identifiable information (PII) as any information that permits the identity of an individual to be directly or indirectly inferred, including any information that is linked or linkable to that individual.Recipients may also find the DHS Privacy Impact Assessments:Privacy Guidance and Privacy template as useful resources respectively. Article 8 Civil Rights Act of 1964 –Title VI Recipients must comply with the requirements of Title VI of the Civil Rights Act of 1964 (codified as amended at 42 U.S.C.§2000d et seq.),which provides that no person in the United States will,on the grounds of race, color, or national origin, be excluded from participation in,be denied the benefits of,or be subjected to discrimination under any program or activity receiving federal financial assistance. DHS implementing regulations for the Act are found at 6 C.F.R. Part 21 and 44 C.F.R.Part 7. Page 188 of 642 Article 9 Civil Rights Act of 1968 Recipients must comply with Title VIII of the Civil Rights Act of 1968, Pub. L. No. 90-284,as amended through Pub.L.113-4,which prohibits recipients from discriminating in the sale,rental,financing, and advertising of dwellings, or in the provision of services in connection therewith, on the basis of race,color, national origin,religion,disability,familial status,and sex (See 42 U.S.C. §3601 et seq.), as implemented by the Department of Housing and Urban Development at 24 C.F.R.Part 100.The prohibition on disability discrimination includes the requirement that new multifamily housing with four or more dwelling units—i.e., the public and common use areas and individual apartment units (all units in buildings with elevators and ground-floor units in buildings without elevators)—be designed and constructed with certain accessible features. (See 24 C.F.R. Part 100,Subpart D) Article 10 Copyright Recipients must affix the applicable copyright notices of 17 U.S.C. §§401 or 402 and an acknowledgement of U.S.Government sponsorship (including the award number)to any work first produced under federal financial assistance awards. Article 11 Debarment and Suspension Recipients are subject to the non-procurement debarment and suspension regulations implementing Executive Orders (E.O.) 12549 and 12689, and 2 C.F.R. Part 180 as adopted by DHS at 2 C.F.R.Part 3000. These regulations restrict federal financial assistance awards,subawards, and contracts with certain parties that are debarred,suspended,or otherwise excluded from or ineligible for participation in federal assistance programs or activities. Article 12 Drug-Free Workplace Regulations Recipients must comply with drug-free workplace requirements in Subpart B (or Subpart C,if the recipient is an individual)of 2 C.F.R. Part 3001, which adopts the Government-wide implementation (2 C.F.R. Part 182)of sec. 5152-5158 of the Drug-Free Workplace Act of 1988 (41 U.S.C. 8101). Article 13 Duplication of Benefits Any cost allocable to a particular federal financial assistance award provided for in 2 C.F.R.Part 200,Subpart E may not be charged to other federal financial assistance awards to overcome fund deficiencies, to avoid restrictions imposed by federal statutes,regulations,or federal financial assistance award terms and conditions,or for other reasons.However,these prohibitions would not preclude recipients from shifting costs that are allowable under two or more awards in accordance with existing federal statutes,regulations, or the federal financial assistance award terms and conditions. Page 189 of 642 Article 14 Education Amendments of 1972 (Equal Opportunity in Education Act)– Title IX Recipients must comply with the requirements of Title IX of the Education Amendments of 1972 Pub.L.No.92-318 (1972) (codified as amended at 20 U.S.C.§1681 et seq.),which provide that no person in the United States will,on the basis of sex,be excluded from participation in,be denied the benefits of,or be subjected to discrimination under any educational program or activity receiving federal financial assistance.DHS implementing regulations are codified at 6 C.F.R. Part 17 and 44 C.F.R.Part 19. Article 15 Energy Policy and Conservation Act Recipients must comply with the requirements of The Energy Policy and Conservation Act Pub.L.No.94-163 (1975) (codified as amended at 42 U.S.C. § 6201 et seq.),which contain policies relating to energy efficiency that are defined in the state energy conservation plan issued in compliance with this Act. Article 16 False Claims Act and Program Fraud Civil Remedies Recipients must comply with the requirements of The False Claims Act, 31 U.S.C. §3729-3733,which prohibits the submission of false or fraudulent claims for payment to the federal government.(See 31 U.S.C. §3801-3812 which details the administrative remedies for false claims and statements made. Article 17 Federal Debt Status All recipients are required to be non-delinquent in their repayment of any federal debt.Examples of relevant debt include delinquent payroll and other taxes, audit disallowances,and benefit overpayments.(See OMB Circular A-129.) Article 18 Federal Leadership on Reducing Text Messaging while Driving Recipients are encouraged to adopt and enforce policies that ban text messaging while driving as described in E.O.13513,including conducting initiatives described in Section 3(a)of the Order when on official government business or when performing any work for or on behalf of the federal government. Article 19 Fly America Act of 1974 Recipients must comply with Preference for U.S. Flag Air Carriers (air carriers holding certificates under 49 U.S.C.§41102) for international air transportation of people and property to the extent that such service is available,in accordance with the International Air Transportation Fair Competitive Practices Act of 1974,49 U.S.C.§40118,and the interpretative guidelines issued by the Comptroller General of the United States in the March 31, 1981, amendment to Comptroller General Decision B-138942. Article 20 Hotel and Motel Fire Safety Act of 1990 In accordance with Section 6 of the Hotel and Motel Fire Safety Act of1990, 15 U.S.C.§2225a,recipients must ensure that all conference, meeting, convention, or training space funded in whole or in part with federal funds complies with the fire prevention and control guidelines of the Federal Fire Prevention and Control Act of 1974,codified as amended at 15 U.S.C.§2225. Page 190 of 642 Article 21 Limited English Proficiency (Civil Rights Act of 1964, Title VI) Recipients must comply with the Title VI of the Civil Rights Act of 1964 (42 U.S.C. §2000d et seq.)prohibition against discrimination on the basis of national origin, which requires that recipients of federal financial assistance take reasonable steps to provide meaningful access to persons with limited English proficiency (LEP)to their programs and services.For additional assistance and information regarding language access obligations,please refer to the DHS Recipient Guidance https:////www.dhs.gov/guidancepublished-help-department-supported- organizations-provide-meaningfulaccess-people-limited and additional resources on http:////www.lep.gov. Article 22 Lobbying Prohibitions Recipients must comply with 31 U.S.C.§1352,which provides that none of the funds provided under a federal financial assistance award may be expended by the recipient to pay any person to influence,or attempt to influence an officer or employee of any agency,a Member of Congress, an officer or employee of Congress,or an employee of a Member of Congress in connection with any federal action related to a federal award or contract,including any extension, continuation, renewal,amendment,or modification. Article 23 National Environmental Policy Act Recipients must comply with the requirements of the National Environmental Policy Act of 1969,Pub.L.No.91-190 (1970)(codified as amended at 42 U.S.C. §4321 et seq.)(NEPA)and the Council on Environmental Quality (CEQ)Regulations for Implementing the Procedural Provisions of NEPA,which requires recipients to use all practicable means within their authority,and consistent with other essential considerations of national policy,to create and maintain conditions under which people and nature can exist in productive harmony and fulfill the social, economic, and other needs of present and future generations of Americans. Article 24 Nondiscrimination in Matters Pertaining to Faith-Based Organizations It is DHS policy to ensure the equal treatment of faith-based organizations in social service programs administered or supported by DHS or its component agencies, enabling those organizations to participate in providing important social services to beneficiaries.Recipients must comply with the equal treatment policies and requirements contained in 6 C.F.R.Part 19 and other applicable statues, regulations,and guidance governing the participations of faith-based organizations in individual DHS programs. Article 25 Non-supplanting Requirement Recipients receiving federal financial assistance awards made under programs that prohibit supplanting by law must ensure that federal funds do not replace (supplant)funds that have been budgeted for the same purpose through non- federal sources. Article 26 Notice of Funding Opportunity Requirements All of the instructions,guidance,limitations, and other conditions set forth in the Notice of Funding Opportunity (NOFO)for this program are incorporated hereby reference in the award terms and conditions. All recipients must comply with any such requirements set forth in the program NOFO. Page 191 of 642 Article 27 Patents and Intellectual Property Rights Unless otherwise provided by law,recipients are subject to the Bayh-Dole Act, 35 U.S.C.§200 et seq.Recipients are subject to the specific requirements governing the development,reporting,and disposition of rights to inventions and patents resulting from federal financial assistance awards located at 37 C.F.R. Part 401 and the standard patent rights clause located at 37 C.F.R. §401.14. Article 28 Procurement of Recovered Materials States,political subdivisions of states,and their contractors must comply with Section 6002 of the Solid Waste Disposal Act, Pub. L. No. 89-272 (1965)(codified as amended by the Resource Conservation and Recovery Act, 42 U.S.C. §6962. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA)at 40 C.F.R.Part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition. Article 29 Rehabilitation Act of 1973 Recipients must comply with the requirements of Section 504 of the Rehabilitation Act of1973,Pub.L.No.93-112 (1973)(codified as amended at 29 U.S.C. §794), which provides that no otherwise qualified handicapped individuals in the United States will,solely by reason of the handicap, be excluded from participation in, be denied the benefits of,or be subjected to discrimination under any program or activity receiving federal financial assistance. Article 30 Reporting of Matters Related to Recipient Integrity and Performance If the total value of the recipient’s currently active grants, cooperative agreements, and procurement contracts from all federal assistance offices exceeds $10,000,000 for any period of time during the period of performance of this federal financial assistance award,the recipient must comply with the requirements set forth in the government-wide Award Term and Condition for Recipient Integrity and Performance Matters located at 2 C.F.R.Part 200, Appendix XII,the full text of which is incorporated here by reference in the award terms and conditions. Article 31 Reporting Subawards and Executive Compensation Recipients are required to comply with the requirements set forth in the government-wide Award Term on Reporting Subawards and Executive Compensation located at 2 C.F.R.Part 170,Appendix A, the full text of which is incorporated here by reference in the award terms and conditions. Article 32 SAFECOM Recipients receiving federal financial assistance awards made under programs that provide emergency communication equipment and its related activities must comply with the SAFECOM Guidance for Emergency Communication Grants, including provisions on technical standards that ensure and enhance interoperable communications. Page 192 of 642 Article 33 Terrorist Financing Recipients must comply with E.O.13224 and U.S. laws that prohibit transactions with,and the provisions of resources and support to, individuals and organizations associated with terrorism.Recipients are legally responsible to ensure compliance with the Order and laws. Article 34 Trafficking Victims Protection Act of 2000 Recipients must comply with the requirements of the government-wide financial assistance award term which implements Section 106(g) of the Trafficking Victims Protection Act of 2000,(TVPA)codified as amended by 22 U.S.C. §7104. The award term is located at 2 C.F.R.§175.15, the full text of which is incorporated here by reference. Article 35 Universal Identifier and System of Award Management (SAM) Recipients are required to comply with the requirements set forth in the government-wide financial assistance award term regarding the System for Award Management and Universal Identifier Requirements located at 2 C.F.R. Part 25, Appendix A,the full text of which is incorporated here by reference. Article 36 USA Patriot Act of 2001 Recipients must comply with requirements of Section 817 of the Uniting and Strengthening America by Providing Appropriate Tools Required to Intercept and Obstruct Terrorism Act of 2001 (USA PATRIOT Act), which amends 18 U.S.C. §§ 175–175c. Article 37 Use of DHS Seal,Logo and Flags Recipients must obtain permission from their DHS FAO prior to using the DHS seal(s),logos,crests or reproductions of flags or likenesses of DHS agency officials,including use of the United States Coast Guard seal,logo, crests or reproductions of flags or likenesses of Coast Guard officials. Article 38 Whistleblower Protection Act Recipients must comply with the statutory requirements for whistleblower protections (if applicable)at 10 U.S.C §2409, 41 U.S.C. 4712,and 10 U.S.C. § 2324,41 U.S.C.§§4304 and 4310. Article 39 Acceptance of Post Award Changes In the event FEMA determines that changes are necessary to the award document after an award has been made,including changes to period of performance or terms and conditions,recipients will be notified of the changes in writing. Once notification has been made,any subsequent request for funds will indicate recipient acceptance of the changes to the award.Please call the FEMA/GMD Call Center at (866)927-5646 or via e-mail to ASK-GMD@dhs.gov if you have any questions. Page 193 of 642 Article 40 Prior Approval for Modification of Approved Budget Before making any change to the DHS/FEMA approved budget for this award,you must request prior written approval from DHS/FEMA where required by 2 C.F.R. § 200.308.DHS/FEMA is also utilizing its discretion to impose an additional restriction under 2 C.F.R.§200.308(e)regarding the transfer of funds among direct cost categories,programs,functions,or activities. Therefore, for awards with an approved budget where the Federal share is greater than the simplified acquisition threshold (currently $250,000),you may not transfer funds among direct cost categories,programs,functions,or activities without prior written approval from DHS/FEMA where the cumulative amount of such transfers exceeds or is expected to exceed ten percent (10%)of the total budget DHS/FEMA last approved.You must report any deviations from your DHS/FEMA approved budget in the first Federal Financial Report (SF-425)you submit following any budget deviation,regardless of whether the budget deviation requires prior written approval. Article 41 Disposition of Equipment Acquired Under the Federal Award When original or replacement equipment acquired under this award by the recipient or its subrecipients is no longer needed for the original project or program or for other activities currently or previously supported by DHS/FEMA, you must request instructions from DHS/FEMA to make proper disposition of the equipment pursuant to 2 C.F.R.§200.313. Article 42 Environmental Planning and Historic Preservation DHS/FEMA funded activities that may require an EHP review are subject to FEMA's Environmental Planning and Historic Preservation (EHP) review process. This review does not address all Federal,state, and local requirements. Acceptance of Federal funding requires recipient to comply with all Federal, state and local laws.Failure to obtain all appropriate federal,state and local environmental permits and clearances may jeopardize Federal funding.DHS/FEMA is required to consider the potential impacts to natural and cultural resources of all projects funded by DHS/FEMA grant funds,through its EHP Review process,as mandated by the National Environmental Policy Act; National Historic Preservation Act of 1966,as amended;National Flood Insurance Program regulations; and, any other applicable laws and Executive Orders. To access the FEMA's Environmental and Historic Preservation (EHP)screening form and instructions go to the DHS/FEMA website at:https:////www.fema.gov/media- library/assets/documents/90195.In order to initiate EHP review of your project(s), you must complete all relevant sections of this form and submit it to the Grant Programs Directorate (GPD)along with all other pertinent project information. Failure to provide requisite information could result in delays in the release of grant funds.If ground disturbing activities occur during construction,applicant will monitor ground disturbance,and if any potential archeological resources are discovered,applicant will immediately cease work in that area and notify the pass- through entity,if applicable,and DHS/FEMA. Page 194 of 642 Obligating document 1.Agreement No. EMW-2018-FO- 01385 2.Amendment No. N/A 3.Recipient No. 74-6000534 4.Type of Action AWARD 5.Control No. WX02674N2019T 6.Recipient Name and Address City Of College Station 1101 Texas Ave College Station,TX 77840 7.Issuing FEMA Office and Address Grant Programs Directorate 500 C Street,S.W. Washington DC,20528-7000 1-866-927-5646 8.Payment Office and Address FEMA,Financial Services Branch 500 C Street,S.W.,Room 723 Washington DC,20742 9.Name of Recipient Project Officer Jonathan McMahan 9a.Phone No. 979-764- 3705 10.Name of FEMA Project Coordinator Assistance to Firefighters Grant Program 10a.Phone No. 1-866-274- 0960 11.Effective Date of This Action 08/27/2019 12.Method of Payment OTHER -FEMA GO 13.Assistance Arrangement COST SHARING 14.Performance Period 09/03/2019 to 09/02/2020 Budget Period 09/03/2019 to 09/02/2020 15.Description of Action a.(Indicate funding data for awards or financial changes) Program Name Abbreviation Assistance Listings No. Accounting Data(ACCS Code) Prior Total Award Amount Awarded This Action +or (-) Current Total Award Cumulative Non-Federal Commitment AFG 97.044 2019-F8- GB01 - P431-xxxx- 4101-D $0.00 $286,906.36 $286,906.36 $28,690.64 Totals $0.00 $286,906.36 $286,906.36 $28,690.64 b.To describe changes other than funding data or financial changes, attach schedule and check here: N/A 16.FOR NON-DISASTER PROGRAMS:RECIPIENT IS REQUIRED TO SIGN AND16FORNON-DISASTER PROGRAMS:RECIPIENT IS REQUIRED TO SIGN AND RETURN THREE (3)COPIES OF THIS DOCUMENT TO FEMA (See Block 7 forRETURNTHREE(3)COPIES OF THIS DOCUMENT TO FEMA (See Block 7 for address)address) This field is not applicable for digitally signed grant agreements Page 195 of 642 17.RECIPIENT SIGNATORY OFFICIAL (Name and Title)DATE 18.FEMA SIGNATORY OFFICAL (Name and Title) Bridget Bean,Acting Assistant Administrator Grant Programs Directorate DATE 08/27/2019 Page 196 of 642 EHP Clearance Letter Page 2 of 2 This is official documentation and must be retained as part of the project record. A copy of this letter will be added to the grant file that includes this project. If you have further questions please contact GPDEHPinfo@dhs.gov. Page 197 of 642 U.S. Department of Homeland Security Washington, DC 20472 Page 1 of 2 December 20, 2019 To: Clayton Thompson, Program Analyst, GPD From: John Sarles, Environmental Specialist, GPD/EHP Subject: EHP Clearance for 2018-FO-01385 (37262) College Station TX Source Capture Documentation for the following project was submitted to the Grant Programs Directorate (GPD) for Environmental and Historic Preservation (EHP) review. Project Description: Install source capture exhaust systems Name of Grant Recipient: City of College Station Location: FS1 304 Holleman Dr E; FS2 2200 Rio Grande Blvd; & FS4 1550 George Bush Dr W; College Station TX Pgm, Grant #, Case ID: AFG 2018-FO-01385 (37262) The materials submitted were reviewed according to the National Environmental Policy Act (NEPA) of 1969, the National Historic Preservation Act (NHPA) and other EHP laws, regulations, and Executive Orders. After review of the documentation provided, the environmental review is now completed in accordance with DHS Instruction 023-01-001-01 and FEMA Instruction 108-1-1. Please inform the grantee that as a result of this determination their project has been approved for EHP compliance. The grantee must be informed that any change to the approved scope of work will require re-evaluation for compliance with NEPA and other laws and Executive Orders. The grantee must be informed of the special and standard conditions listed below. Failure to fulfill all project conditions may jeopardize funding. Special Conditions: None. Standard Conditions:  Any change to the approved scope of work will require re-evaluation for compliance with NEPA and other Laws and Executive Orders.  This review does not address all federal, state and local requirements. Acceptance of federal funding requires recipient to comply with all federal, state and local laws. Failure to obtain all appropriate federal, state and local environmental permits and clearances may jeopardize federal funding.  If ground disturbing activities occur during construction, applicant will monitor ground disturbance and if any potential archeological resources are discovered, will immediately cease construction in that area and notify the State and FEMA. Page 198 of 642 EHP Clearance Letter Page 2 of 2 This is official documentation and must be retained as part of the project record. A copy of this letter will be added to the grant file that includes this project. If you have further questions please contact GPDEHPinfo@dhs.gov. Page 199 of 642 OMB Control#: 1660-0115 Expiration Date: 01 /31/2017 FEMA Form: 024-0-1 DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) ENVIRONMENT AL AND HISTORIC PRESERVATION SCREENING FORM Directions for completing this form: This form is designed to initiate and facilitate the environmental and historic preservation (EHP) compliance review for your FEMA preparedness grant-funded project(s). FEMA conducts its EHP compliance reviews in accordance with National Environmental Policy Act (NEPA) and other EHP-related laws and executive orders. In order to initiate EHP review of your project, you must complete all relevant sections of this form and submit it to the Grant Programs Directorate (GPD) along with all other pertinent project information. Failure to provide requisite information could result in delays in the release of grant funds. Be advised that completion of this form does not complete the EHP review process. You will be notified by FEMA when your review is complete and/or if FEMA needs additional information. There is no need to romplete and submit this form if the grant scope is limited to planning, management and administration, classroom-based training, tabletop exercises and functional exercises, or pHrchase of mobile and portable equipment wbert no installation is needed. The following website has additional guidance and instructions on the EHP review process and the information required for the EHP review: at http://www.fema.gov/media- 1 i brary/ assets/ documents/85 3 7 6. Submit completed form to GPDEHPinfo@fema.dhs.gov. Please use the subject line: EHP Submission: Include the Project Title, Fire Department Name and Grant Award Number (Example, EHP Submission: Source Capture System, Main Street Fire Department, EMW-2014-FO-Oxxx). Paperwork Burden Disclosure Notice Public reporting burden for this form is estimated to average 8 hours per response. The burden estimate includes the time for re11iewing instructions, searching existing data 1rources, gathering and maintaining the data needed, and completing and submitting the form. You are not required to respond to this collection of information unless it displays a valid OMB control number. Send comments regarding the accurac)' of the burden estimate and any suggestions for reducing the burden tt>: Information Collections Management, Department of Homela11d Security, Federal Emergency Management Agency, 500 C Street, Waslrington, DC, 20471, Paperwork Reduction Project (1660-0115). Page 200 of 642 SECTION A. PROJECT INFORMATION DHS Grant Award Number: ...... EMW-2o1 B-F0-01385 Grant Program: .......................... _A_F_G __________ _ Grantee: ...................................... City of College Station Grantee POC: ..................... _s_r_ia_n_H_i l_to_n ________ _ l\f ·1· dd 11 01 Texas Ave, College Station, TX 77840 a1 mg a ress: .................. ------------- E-mail: .................................. bhilton@cstx.gov ------------- Sub-grantee: ................................ ------------- Subgrantee POC: ................. ------------ Mailing address: .................. ------------- E-mail: .................................. ------------- Estimated cost of project: .......... _$_1_68 _._7o_o _________ _ Project title : Source Capturing Exhaust Project location (physical address or latitude-longitude): 3 Locations, See Project Description Project Description. Provide a complete project description. The project description should contain a summary of what specific action is proposed, where it is proposed, how it will be implemented. Include a brief description of the objectives the project is designed to accomplish (the purpose), and the reason the project is needed. Use additional pages if necessary. If multiple sites are involved, provide the summary for each site: See Attachment 1 for locations and description. SECTION B. PROJECT TYPE Based on the proposed project activities, determine which project type applies below and complete the corresponding sections that follow. For multi-component projects or those that may fit into multiple project types, complete the sections that best apply and fully describe all major components in the project description. If the project involves multiple sites, information for each site (such as age of structure, location, ground distutbance, etc.) must be provided. Attach additional pages to this submission, if needed. 1. 0 Purchase of equipment. Projects in this category involve the purchase of equipment that will require installation on or in a building or structure. Complete other portions of Section B as needed. Complete Section C.l. 2. D Training and exercises. Projects in this category involve training exercises with any field-based components, such as drills or full -scale exercises. Complete Section C.2. 3. [!] Renovations/upgrades/modifications or physical security enhancements to existing structures. Projects in this category involve renovations, upgrades, retrofits, and installation of equipment or systems in or on a building or structure. Examples include, but are not limited to: interior building renovations; electrical system upgrades; sprinkler systems; vehicle exhaust systems; closed circuit television (CCTV) cameras; security fencing; access control for an area, building, or room; bollards; motion detection systems; OMB Control#: 1660-0115 FEMA Form: 024-0-1 2 Page 201 of 642 alarm systems; security door installation or upgrades; lighting; and audio-visual equipment (projectors, smart boards, whiteboards, monitors, displays, and projector screens). Complete Section C.3. 4. 0 Generator installation. Projects in this category involve installation of new or replacement generators, to include the concrete pads, underground fuel and electric lines, and if necessary, a fuel storage tank. Complete Section C.4. 5. 0 New construction/addition. Projects in this category involve new construction, addition to, or expansion of a facility. These projects involve construction of a new building, or expansion of the footprint or profile of a current structure. Complete Section C.5. 6. 0 C o mmunica tion towers, antennas, and related equipment. Projects in this category involve construction of new or replacement communications towers, or installation of communications-related equipment on a tower or building or in a communications shelter or building. Complete Section C.6. 7. 0 Other. Projects that do not fit in any of the categories listed above. Complete Section C.7. SECTION C. PROJECT TYPE DETAILS Check the box that applies to the proposed project and complete the corresponding details. l. D Purchase of equipment. If the entire project is limited to purchase of mobile/portable equipment and there is no installation needed, this form does not need to be completed and submitted. a. Specify the equipment, and the quantity of each: ..................................... ----------- b. Provide the Authorized Equipment List (AEL) number(s) (if known): c. Complete Section D. 2. 0 Training and exercises. If the training is classroom and discussion-based only, and is not field-based, this fonn does not need to be completed and submitted. a. Describe the scope of the proposed training or exercise (purpose, materials, and type of a activities required): ............................................. ----------- b. Provide the location of the training (physical address or Iatitude- longitude): ................................................................................................. ----------- c. Would the training or exercise take place at an existing facility which has established procedures for that particular proposed training or exercise, and that conforms with existing land use designations? For further infonnation refer to policy guidance at trtu>:/fwww,fema.�ov/media -librat:y/assets/documents/85376: .............................................. D Yes D No • If Yes, provide the name of the facility and the facility point of contact (name, telephone number, and email address): ....................... ------------ • If No, provide a narrative description of the area where the training or exercise would occur (e.g., exercise area within four points defined by latitudenongitude coordinates): .......................................... ------------ OMB Control#: 1660-0115 FEMA Form: 024-0-1 3 Page 202 of 642 • Does the field-based training/exercise differ from previously permitted training or exercises in any way, including, but not limited to frequency, amount of facilities/land used, materials or equipment used, number of participants, or type of activities? ........................................................... 0 Yes • If Yes, explain any differences between the proposed activity and Those that were approved in the past, and the reason(s) for the change 0No in scope: ................................................................................................... ----------- • lfNo, provide reference to previous exercise (e.g., FEMA grant name, number, and date): ......................................................................... ----------- d. Would any equipment or structures need to be installed to facilitate training? .................................................................................................................................. · D Yes D No • If Yes, complete Section D 3. Ii] Renovations/upgrades/modifications, or physical security enhancements to existing structures. a. Complete Section D. 4. 0 Generator installation. a. Provide capacity of the generator (kW): ...................................................... -------�---- b. Identify the fuel to be used for the generator (diesel/propane/natural gas): . ----------- c. Identify where the fuel for the generator would be stored (e.g. stand-alone tank, above or below ground, or incorporated in generator): ........................ ------------ d. Complete Section D. 5. D New construction/addition. a. Provide detailed project description (site acreage, new facility square footage/number of stories, utilities, parking, storm-water featW"es, etc.): ..... ------------ b. Provide technical drawings or site plans of the proposed project: .......................................... 0 .Attached c. Complete Section D. 6. 0 Communication towers, antennas, and related equipment. a. Provide the current net height (in feet above ground level) of the existing tower or building (with current attached equipment): ................................. -------�---- b. Provide the height (in feet above ground level) of the existing tower or building after adding/replacing equipment: .................................................. -------�---- Complete i tems 6.c tbfu�gb 6.q belo�pNLY if tbi:S:J).roject lnvolv�,(onstruction 'or a new or .r�placement ... ; . . ·}�munic�tower. Oth,�..WisecoJi��-toSem�nD.. 11• Information regarding National Historic freservation A!ft Section 106 Review Requir��ents for Communications Facilities and informacion on ERP requirements for communications towers is available aE. http://www,fema.gov/medja-librarv/assets/documents/85376. OMB Control#: 1660-0115 FEMA Form: 024-0-1 4 Page 203 of 642 Notification System {TCNS), if applicable. FRN#: ................................ ----------- q. Would any related equipment or structures need to be installed (e.g., backup generator and fuel source, communications shelter, fencing, or security measures)? ............................................................................................................................... D Yes D No • If Yes, explain where and how each installation would be done. Provide details about generator capacity (kW), fuel source, fuel location and tank volume, amount of fencing, and size of communication shelter: ..... ------------ r. Complete Section D. 7. D Other. Complete this section if the proposed project does not fit any of the categories above. a. Provide a complete project description: ....................................................... ------------ b. Complete Section D. SECTION D. PROJECT DETAILS Complete all of the information requested below. 1. [i] Project installation a. Explain how and where renovations/upgrades/modifications would take place, or where equipment/systems will be installed: ................................. ------------ b. Would ground disturbance be required to complete the project or training? .......................... D Yes iJ No • If Yes, provide total extent (depth, length, and width) of each ground­ disturbing activity. Include both digging and trenching. For example, light poles and fencing have unique ground-disturbing activities (e.g., six light poles, 24" dia. x 4' deep; trenching 12" x 500' x 18" deep; 22 fence posts, 12" diameter x 3' deep, and 2 gate posts, 18" diameter x 3' deep): .............................................................................................. ------�---- • If Yes, describe the current disturbed condition of the area (e.g., parking lot, road right-of-way, commercial development): .................... ----�------- c. Would the equipment use the existing infrastructure for electrical d . "b . ? r.i1 ' 1str1 utlon systems. .. ............................................................................................................. � 'I.I es 0No • lf No, describe power source and detail its installation at the site: .......... _______ �---- 2. D Age of structure/building at project site a. Provide the year existing building(s) or structure(s) on/in/nearest to the location involved in the proposed project was built: .................................... ------�------ • If the building or structure involved is over 45 years old and OMB Control#: 1660-0115 FEMA Form: 024-0-1 6 Page 204 of 642 c. Provide the ground-level elevation (feet above mean sea level) of the site of the proposed communications tower: ....................................................... ------------- d. Provide the total height (in feet above ground level) of the proposed communications tower or structure, including any antennas to be mounted: ------------ • If greater than 199 feet above ground level, state why this is needed to meet the requirements of the project: ................................................... ------------ e. Would the tower be free-standing or require guy wires? ............................. D Free standing D Guy wires f. g. h. i. j. • If guy wires are required, state number of bands and the number of wires per band: ......................................................................................... ------------ • Explain why a guyed tower is needed to meet the requirements of this project: ............................................................................................. ------------ What kind of lighting would be installed, if any (e.g., white strobe, red strobe, or steady burning)? ............................................................................ ------------ Provide a general description of terrain (e.g., mountainous, rolling hills, flat to undulating): ......................................................................................... ------------ Describe the frequency and seasonality of fog/low cloud cover: .................. ------------ Provide a list of habitat types and land use at and adjacent to the tower site (within Y:z mile), by acreage and percentage of total (e.g., woodland conifer forest, grassland, agriculture) water body, marsh: ............................ ------------ Is there evidence of bird roosts or rookeries present within Y:z mile of the proposed site? .......................................................................................................................... D Yes D No • Describe how presence/absence of bird roosts or rookeries was determined: .............................................................................................. ------------ k. Identify the distance to nearest wetland area (e.g., forested swamp, marsh, riparian, marine) and coastline if applicable: .................................... ___________ _ I. Distance to nearest existing telecommunication tower: ................................ ------------ m. Have measures been incorporated for minimizing impacts to migratory birds? ....................................................................................................................................... D Yes D No • If Yes, describe: ....................................................................................... ------------ n. Has a Federal Communications Commission (FCC) registration been obtained for this tower? ............................................................................................................ D Yes D No o. • IfYes, provide Registration #: ................................................................ ___________ _ • If No, why? ................................................................................ __________ _ Has the FCC EI06 process been completed? .......................................................................... D Yes D No p. Has the FCC Tower Construction Notification System (TCNS) process been completed? ...................................................................................................................... D Yes D No • If Yes, attach the environmental documentation submitted as part of the registration process including use of the Tower Construction OMB Control#: 1660-01l5 FEMA Form: 024-0-1 5 Page 205 of 642 significant renovation, rehabilitation, or modification has occurred, provide the year(s) modified and briefly describe the nature of the modification(s): ................................................................................. ------------ b. Are there any structures or buildings that are 50 years old or older in or adjacent to the project area? .................................................................................................... D Yes [j] No • If yes, provide the location of the structure(s), ground-level color photographs of the structure(s), and identify their location(s) on an aerial map: .............................................................................................. ------------ c. Is the project site listed in the National Register of Historic Places (National Register), or in/near a designated local or National Register Historic District? The internet address for the National Register is: http:Unrhp,focus.nps.&0v ................................................................................................ O Yes Ii] No • If Yes, identify the name of the historic property, site and/or district and the National Register document number: ...................................... ------------ 3. [:8l Site photographs, maps and drawings a. Attach site photographs. Site photographs are required for all projects. Use the following as a checklist for photographs of your project. Attach photographs to this document or as accompanying documents in your submission. • Labeled, color, ground-level photographs of the project site: ............................................ �Required • Labeled, color photograph of each location where equipment would be attached to a building or structure: .................................................................................... � Required • Labeled, color aerial photograph of the project site: .......................................................... � Required • Labeled, color aerial photographs that show the extent of ground disturbance (if applicable): ................................................................................................ 0 Attached • Labeled, color ground-level color photographs of the structure from each exterior side of the building/structure (applicable only if building/structure is more than 45 years old): ................................................................... D Attached b. Are there technical drawings or site plans available? ............................................................ 0 Yes [gj No • If yes, attach: ..................................................................................................................... D Attached Appendix A tias gaidance on preparing photorih�'for ERP � : . · , . 4. 0 Environmenta1 documentation a. Is there any previously completed environmental documentation for this project at this proposed project site (e.g., Environmental Assessment, or wetland delineation, or cultural/archaeological study)? ........................................................... 0 Yes IJ't No • If Yes, attach documentation with this form: ..................................................................... D Attached b. Is there any previously completed agency coordination for this project (e.g., correspondence with the U.S. Fish and Wildlife Service, State Historic Preservation Office, Tribal Historic Preservation Office)? ....................................... D Yes � No • If Yes, attach documentation with this form: ..................................................................... D Attached OMB Control#: 1660-0115 FEMA Form: 024-0-1 7 Page 206 of 642 c. Was a NEPA document was prepared for this project? .......................................................... D Yes� No • IfYes, what was the decision? (Check one, and please attach): D Finding ofNo Significant Impact (FONS!) from an Environmental Assessment (EA) or 0 Record of Decision (ROD) from an Environmental Impact Statement (EIS). Name of preparing agency:···------------ Date approved: ...................... , ___________ _ OMB Control#: 1660-0115 FEMA Form: 024-0-1 8 Page 207 of 642 Modify Facilities Incident Management Course (NFA/EMI/NWFCG) DESCRIPTION College Station Fire Department is requesting funds to support Blue Card Hazard Zone Incident Command Training and Certification Program (Blue Card). There are two components to the certification process.The first component is a 40-50 hour online learning program that represents the cognitive learning process. This is followed up with a 24-hour certification lab that represents the manipulative learning process of the course. BUDGET CLASS CHANGE FROM APPLICATION Description changed JUSTIFICATION FEMA does not deem the description as specialized training.No change to the budget request is needed. Specialized DESCRIPTION College Station Fire Department is requesting funds to support Blue Card Hazard Zone Incident Command Training and Certification Program (Blue Card). There are two components to the certification process.The first component is a 40-50 hour online learning program that represents the cognitive learning process.This is followed up with a 24-hour certification lab that represents the manipulative learning process of the course. QUANTITY 1 UNIT PRICE $146,897.00 TOTAL $146,897.00 BUDGET CLASS Other Page 208 of 642 Page 209 of 642 (, c l BID NO. 20-029 PROJECT NO. GT2002 AFG A WARD NUMBER: EMW-2018-F0-01385 INSTALLATION OF VEHICLE EXHAUST REMOVAL SYSTEMS AT FIRE ST A TIO NS #1, #2 AND #4 CITY OF COLLEGE STATION PURCHASING DIVISION -CITY HALL FIRE STATION# 1, # 2 AND# 4 PLYMOVENT VEHICLE EXHAUST REMOVAL SYSTEMS BID 20-029 I BID RESPONSE • BID I BID BOND •WARRANTY STATEMENT • ISO CERTIFICATE I AMCA CERTIFICATE • LETTERS OF COMMENDATION • INSURANCE CERTIFICATE • General Liability • Workers Compensation PLYMOVENT VEHICLE EXHAUST REMOVAL SYSTEM • BROCHURE I PICTURES • OVERVIEW MANUALS: SLIDING BALANCER TRACK STRAIGHT RAIL VERTICAL STACK RAIL • LAYOUT I SCHEMA TIC DRAWINGS • TAILPIPE MODIFICATION PLYMOVENT VEHICLE EXHAUST REMOVAL SYSTEM SUBMITTAL DATA: FIRE STATION 111 • ( 1) SBT-218; ( 3) STR-601D •FAN: 5 HP /208-240V/ 3 PH SUBMITTAL DA TA: FIRE STATION 112 • ( 4) SBT-218 • FAN: 5 HP/ 208-240 V / 3 PH SUBMITTAL DATA: FIRE STATION 114 • ( 1 ) SBT-318; ( 1 ) VSR-3018; (I) VSR-601D; (I ) STR-651D • FAN: 7.5 HP I 208-240 V / 3 PH PLYMOVENT VEHICLE EXHAUST REMOVAL SYSTEM • ELECTRICAL • TEV -EXTRACTION FAN • RADIO TRANSMITTERS AND RECEIVERS • EXHAUST HOSE-HIGH TEMP LOWER HOSE • US DUCT -CLAMP TOGETHER DUCT SYSTEM • FIRE FIGHTER TRAINING AIR CLEANING TECHNOLOGIES, INC. E-MAIL: info@aircleanin2tech.com WEB SITE: www.aircleaningtech.com • QUALIFICATIONS • MISSION STATEMENT • REFERENCE LIST -MAGNETIC • PARTIAL CLIENT LISTS-TX, OK & AR Page 210 of 642 SECTION# 1 Page 211 of 642 ITEM QTY UNIT . 1 4 EA ITEM OTY UNIT 2 4 EA ITEM QTY UNIT 3 4 EA CONTRACTOR'S PROPOSAL AND BID SUMMARY BID NO. 20-029 DBSClUPTION Installation of Vehicle Exhaust Removal Systems at Fire Station # 1 304 Holleman Drive East Subtotal: DESCB'.IPTION Installation of Vehicle Exhaust Removal Systems at Fire Station #2 2200 Rio Grande Boulevard Subtotal: DEBCRIP'.JlON . Installation of Vehicle Exhaust Removal Systems at Fire Station #4 1550 George Bush Drive West Subtotal: UNIT '.P1UCE TOTAL $14,991.00 $59,963.00 $ 59,963 .00 UNIT PRICE TOTAL $8,943.00 $35,773.00 $ 35,773.00 UNIT PRICE TPTAL_ $17,348.00 $69,393.00 $69,393.00 Total Base Bid $165,129.00 Specify: Mfg and part number of proposed system: Plymovent Station #1-(1) SBT-21B, (3) STR-601D I Station #2-(4) SBT-21B I Station #4 (1) SBT-31B, (I) VSR-301B, (I) VSR 601D, (1) STR-651D TOTAL number of calendar days to substantial completion: __ _.1=2=0 ___ _ Number of Addenda is hereby acknowledged: _NONE _____ _ CONTRACTORNAME: Patri ~ CONTRACTORSIGNATURE:_~-+-'o~--...~><K.J6~------------ ITB 20-029 19 Installation of Vehicle Exhaust Removal Systems Page 212 of 642 GENERAL/SUB-CONTRACTOR'S EXPERIENCE AND DATA INFORMATION Name of Company: Air Cleaning Technologies, Inc. Company Years in Business: __ 4_0_Y_e_a_rs ______________ _ List Municipal Projects (Similar Projects in Size and Scope Completed in Last Five Years) Project Municipality $Amount Type Date Austin Travis County EMS City of Austin $135,000 Track/Rail 2019 Ennis Fire Station #2 City of Ennis $ 54,471 Track 2019 Hot Springs Sta. #1, 3, 4, 6 & 7 City of Hot Springs $178,156 Track/Rai!NSR ?019 Houston 15 Fire Stations Citv of Houston $740.450 Track/Rail 2019 Mansfield Sta. # 1 & #4 City of Mansfield $117,800 Track/Rail 2019 San Antonio 50 Stations City of San Antonio $775,000 Track/Rail 2018 Superintendent & Project Manager Information Include Superintendent proposed for the project, years of experience as superintendent, project manager proposed for the project, and years experience as project manager Superintendent Years Experience Projects Patrick Smith 25 Years Austin, Ennis Hot Springs Houston, San Antonio Project Manager Years Experience Projects James Rice 19 Years Austin, Hot Springs, San Antonio Ed Richards 8 Years Houston, Mansfield, San Antonio ITB 20-029 Installation of Vehicle Exhaust Removal Systems 21 Page 213 of 642 References: Name 10 projects of similar work, giving owner's name, representative's name, project engineers name, and telephone numbers for each 1. Austin-Travis County EMS Commander Rick Rutledge 512-940-3794 2. City of Ennis Fire Department Deputy Chief Bill Evans 972-87 5-1234 3 · City of Frisco Fire Department Chief Todd Humbarger 214-418-2346 4 · City of Hot Springs Fire Department Fire Marshal Tom Braughton 501-321-6970 5 · City of Houston Fire Department Mr. Ted Haag, Division Manager General Services Department 832-395-8639 ITB 20-029 Installation of Vehicle Exhaust Removal Systems Captain Isaac O'Neal, Fire Department 713-878-4417 22 Page 214 of 642 6. City of Mansfield Fire Recsue Assistant Chief Jeff Smith 817-276-4790 7· City of Memphis Fire Department Lieutenant Steve Chastain Project Manager, Memphis Fire Services 901-489-7089 8. City of Pharr Fire-Rescue Chief Leonard Perez 956-402-4400 Ext. 3001 9. City of San Antonio Fire Department Chief Robert Westbrook 210-206-2348 10. Travis County ESD #2 Pflugerville Fire Department Victor Gonzalez, Director of Facilities & Logistics 512-989-4559 ITB 20-029 Installation of Vehicle Exhaust Removal Systems 23 Page 215 of 642 CERTIFICATION OF BID The undersigned affirms that they are duly authorized to execute this contract, that this bid has not been prepared in collusion with any other bidder, and that the contents of this bid have not been communicated to any other bidder prior to the official opening of this bid. Additionally, the undersigned affirms t at the fir is willing to sign the enclosed Standard Form of Agreement (if applic~ e . Signed By: Title: Executive Vice President Typed Name: Patrick Smith Company Name: Air Cleaning Technologies, Inc. Phone No.: 800-351-1858 I 918-251-8000 Email: psmith@aircleaningtech.com Bid Address: 1300 West Detroit Street P.O. Box or Street Order Address: Same Fax No.: 918-251-4977 Broken Arrow City Oklahoma State 74012 Zip ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ P.O. Box or Street City State Zip Remit Address: Same ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ P.O. Box or Street City State Zip Federal Tax ID No.: 73-1250516 ~~~~~~~~~~~~- DUNS No.: 107275240 DBE/WBE/MBE Yes No X Provide certification upon request Date: March 11, 2020 END OF BID #20-029 ITB 20-029 25 Installation of Vehicle Exhaust Removal Systems Page 216 of 642 DATE: TO: FROM: MARCH 11, 2020 CITY OF COLLEGE STATION PURCHASING DIVISION -CITY HALL 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77842 PATRICK SMITH EXECUTIVE VICE PRESIDENT AIR CLEANING TECHNOLOGffiS, INC. PLYMOVENT VEHICLE EXHAUST REMOVAL SYSTEMS 1300 WEST DETROIT STREET BROKEN ARROW, OKLAHOMA 74012 PHONE: 800-351-1858 I 918-251-8000 CELL: 918-829-1767 FAX: 918-251-4977 E-MAIL: psmith@aircleaningtech .com 1300 West Detroit St. Broken Arrow, OK 74012 OFFICE 918·251·8000 fAX 918-251-49n 800-351-1858 www.alrcteanlngtech.com RE: BID NO. 20-029 PROJECT NO. GT2002 AFG AWARD NUMBER: EMW-2018-F0-01385 INSTALLATION OF VEIDCLE EXHAUST REMOVAL SYSTEMS AT FIRE STATION #1, #2 AND #4 • BID DUE: TUESDAY, MARCH 17, 2020@2:00 PM • BID FOR: CITY OF COLLEGE STATION, TEXAS FIRE STATION #1, #2 AND #4 • IN ACCORDANCE WITH BID SPECIFICATIONS FOR INSTALLATION OF VEHICLE EXHAUST REMOVAL SYSTEMS • ACKNOWLEDGMENT -NO ADDENDA • BID IS A TURNKEY PROJECT COST Page 217 of 642 The Turnkev Project Cost for all materials and labor for the installation of the Plymovent Vehicle Exhaust Removal System follows: A. INCLUSION FOR SCOPE OF WORK: CITY OF COLLEGE STATION FIRE STATION# 1: 1300 West Detroit Sl Broken Arrow, OK 74012 OFFICE 918·251·8000 FAX 918·25H9n 800-351-1858 www.alrcleaningtech.com "1(). ai rcleanirvw TECHNOLOGIH~ • ( 1) Plymovent 20' Sliding Balancer Track Assembly, Model SBT-21B, with Magnetic Grabber • ( 3 ) Plymovent 60' Straight Rail Assemblies, Model STR-601D, with Magnetic Grabbers • ( 1) Plymovent 5 HP/ 3 Phase Fan, Model TEV-559-60 TURNKEY PROJECT COST FIRE STATION# 1 FIRE STATION # 2: $ 59,963.00 • ( 4 ) Plymovent 20' Sliding Balancer Track Assemblies, Model SBT-21B, with Magnetic Grabbers • ( 1 ) Plymovent 5 HP / 3 Phase Fan, Model TEV-559-60 TURNKEY PROJECT COST FIRE STATION# 2 FIRE STATION#4: $ 35,773.00 • ( 1) Plymovent 30' Sliding Balancer Track Assembly, Model SBT-31B, with Magnetic Grabber • ( 1) P/ymovent 65' Straight Rail Assembly, Model STR-651D, with Magnetic Grabber • ( 1 ) Plymovent 30' Vertical Stack Rail, Model VSR-301B • ( 1 ) Plymovent 60' Vertical Stack Rail, Model VSR-601D • ( 1) Plymovent 1.5 HP/ 3 Phase Fan, Model TEV-585-60 TURNKEY PROJECT COST FIRE STATION#4 $ 69,393.00 Page 218 of 642 INCLUSIVE FOR EACH FIRE STATION: • ( 1 ) Plymovent OS3 Control Box inclusive of Motor Starter and ( 2 ) NEMA 3R Safety Disconnects • ( 1 ) Wireless Start System • ( 1 ) Lot US Duct Clamp Together Duct • All Tailpipe Modifications • Professional Core Drilling, if applicable • System Start-up and Testing • Fire Fighter Training • All Materials and Labor for Complete Mechanical Systems Installation in Accordance with the International Mechanical Code, Section 510, Hazardous Exhaust Systems and Bid Specifications for BID 20-029. • All workmanship, manufacturing procedures, airflow design and materials are Performance Guaranteed. • ( 5) Years material and workmanship warranty. TOTAL TURNKEYPROJECT COST INCLUSIVE OF REQUIRED BONDS FOR THE CITY OF COLLEGE STATION FIRE STATIONS# 1, # 2 AND# 4 $ 165,129.00 March 11. 2020 Date Page 219 of 642 FIRE STATION NUMBER - ADDRESS #1 - 304 Holleman Drive East #2 - 2200 Rio Grande Boulevard #4 - 1550 George Bush Drive West BID NO. 20-029 PROJECT NO. GT2002 AFG A WARD NUMBER: EMW-2018-F0-01385 CITY OF COLLEGE STATION, TEXAS PLYMOVENT VEIDCLE EXHAUST REMOVAL SYSTEMS FIRE STATION # 1, # 2 AND# 4 MODE OF PLAN VIEW PLYMOVENT FAN UL LISTED 1300 West Detroit St. Broken Arrow, OK 74012 OFFICE 918·251·8000 FAX 918·251-4977 800·351-1858 www.aircleaningtech,corn '1() aircleanilVI TEC HNOLOGIH:J TURNKEY EQUIPMENT OPERATION CONTROL BOX PROJECT ASSEMBLIES COST DRIVE BACK· INITIAL DESIGN • SLIDING BALANCER TRACK ·THRU IN #OF # ASSEMBLY,fil!I DROPS FUTURE • STRAIGHT RAIL ASSEMBLY, DROPS m • VERTICALSTACKRAIL,~ x x 4 4 ( 1 ) PLYMOVENT 20' 5HP OS3-706040 $ 59,963.00 Sliding Balancer Track 3 Phase 5 HP I 208-240V I Assembly, SBT-21B, TEV-559-60 3PH with Magnetic Grabber Upblast ( 3 ) PLYMOVENT 60' Straight Rail Assemblies, STR-601D, with Magnetic Grabbers x 4 4 ( 4) PLYMOVENT 20' 5HP OS3-706040 $ 35,773.00 Sliding Balancer Track 3Phase 5 HP I 208-240V I Assemblies, SBT-21B, TEV-559-60 3PH with Magnetic Grabbers Up blast x x 3 3 ( 1 ) PLYMOVENT 30' 7.5HP OS3-706043 $ 69,393.00 Sliding Balancer Track 3 Phase 7.5 HP/ 208-240V I Assembly, SBT-31B, TEV-585-60 3PH with Magnetic Grabber Upblast ( 1) PLYMOVENT 30' Vertical Stack Rail Assembly, VSR-301B ( 1 ) PLYMOVENT 60' Vertical Stack Rail Assembly, VSR-601D ( 1) PLYMOVENT 65' Straight Rail Assembly, STR-651D, with Magnetic Grabber TOTAL TURNKEY PROJECT COST INCLUSIVE OF REQUIRED BONDS: $ 165,129.00 • The Turnkev Project Costs assumes sufficient electrical power is delivered to the building. • Mechanical Installation inclusive of all equipment, materials and labor for all sheetmetal piping. Ductwork will be installed in a true and secure manner in accordance with International Mechanical Code, Section 510, "Hazardous Exhaust Systems''. All joints and seams will be sealed. Installation is turnkey. 03-11-20 Page 220 of 642 oksbbN OKLAHOMA SURETY COMPANY P. 0. Box 1409 TULSA, OKLAHOMA 74101 BID BOND KNOW ALL MEN BY THESE PRESENTS: That We, ""'A""i"'"r"'""C""'le""'an=in'""g.._T.;;..;;..ec""hn=o""'lo'""g""'ie""'s;...;In=c------------- as Principal, and the OKLAHOMA SURETY COMPANY, a corporation organized and existing under the laws of the State of Ohio, and authorized to do business in the State of _o .... k_I"""'ah""""'"o"'"m"'"a'-----------------as Surety are held and firmly bound unto the City of College Station, Purchasing Division-City Hall, 1101 Texas Avenue, College Station, TX 74842 ----------------------------------------asObligee, in the amount of Five Percent of Amount of Bid------------------------------------------DOLLARS, lawful money of the United States of America, to the payment of which sum of money well and truly to be made, the said Principal and Surely bind themselves, and each of their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make an award to the principal for: Bid No. 20-029 Installation of Vehicle Exhaust Removal Systems at Fire Stations #1, #2 and #4. Project No GT2002, AFG Award Number: EMW-2018-F0-01385 according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with the OKLAHOMA SURETY COMPANY as Surety or with other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay to the Obligee the damages which the Obligee may suffer by reason of such failure not exceeding the penalty of this bond, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect. Signed, sealed and dated this _1_7_t_h ___________ day of March 2020 Principal \ av·_u~~~':::tri~ll.lJL ____________ (Seal) Witness Patrick Smith, Executive Vice President Attorney-in-fact Page 221 of 642 OKLAHOMA SURETY COMPANY 1437 SOUTH BOULDER, SUITE 200 ·TULSA, OKLAHOMA 74119 • 918-587-7221·FAX918-588-1253 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the OKLAHOMA SURETY COMPANY , a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each Individually If . more than one is named, its true and lawful attorney-in-fact, for It and in Its name, place and stead to execute on behalf of the said Company, as surefy, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof. Travis E. Brown, Jamie Burris, Cathy Combs, John Kelly Deer, Vaughn P. Graham, Vaughn Paul Graham, Jr., Mark Edward Long, Stephen M. Poleman and Michael J. Swenton, all ofTULSA, OK IN WITNESS WHEREOF , the OKLAHOMA SURETY COMPANY has caused these presents to be signed and attested by Its appropriate officers and ~~,yw;;~rate seal hereunto affixed this 20 day of February , 2020 ·· ' ,,~, ~\lREt}' ... ., \·~ ... ~ ...... c. ...... ~'o":· -q.ti 011..;;, • .91.;. ~~·O j(I•'..,• ~~=0 seAL :·~~ ;_o~. /-<~ ':;.,... ·· ........ .-·· \\~ OKLAHOMA SURETY COMPANY ...... OH\0 1•'' • ATTES"r. .,,.,~' LI ' , SHARON~ ~Secretary . VICE PRESIDENT On this 20day of February , 2020 before me personally appeared TODD BAZATA , to me known, being duly sworn, deposes and says that s/he resides in Broken Arrow, Oklahoma, thats/he is a Vice President of Oklahoma Surety Company, the company described in and which executed the above instrument; thats/he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of her/his office under the By-Laws of said Company, and thats/he signed his name thereto by like authority. STATE OF OKLAHOMA} SS COUNTY OF TULSA This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Oklahoma Surety Company by unanimous written consent dated September 25, 2009. RESOLVED: That the President, the Executive Vice President , the several Senior Vice Presidents and Vice Presidents or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION 1, SHARON HACKL , Secretary of Oklahoma Surety Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of September 25, 2009 have not been revoked and are now in full force and effect. 1 ,,,,,,,,,,,... Signed and sealed this . rfj)day of Ma _.t@:f , ''fO-?Q ,, .. ~\)RE.t}' .. . .. , . ., .. \ -"~~;~~oh;.;;~i-:.-:. ~-~·· · -· , ~ . ..:c:.o "' ...... :~:0 SEAL ~·~~ · . . .. -~o~ . . _r-<'S . . .... :· .. . . ~ ••• ••• ,~ SHARON HACKL Secretary ~ ······· , .. ...... 0'1110 •••• ,~,,,,,,.,,. VOID IF BOX IS EMPTY Page 222 of 642 STATEMENT OF WARRANTY 1300 West Detroit St. Broken MfNI, OK 74012 OfACE 918·251·8000 FAX 918·251-49n 800-351-1858 www.aircleaningtecll.com ~ aircleanirv1 TECHNOLOGIH~ Plymovent and Air Cleaning Technologies, Inc. provide the following warranty to the City of College Station Fire Department for Fire Stations # 1, # 2 and # 4 Vehicle Exhaust Removal Systems. All Plymovent products are warranted by the Plymovent Corporation of 5 Corporate Drive, Cranbury, New Jersey 08512; Phone # 609-395-3500, against manufacturer defects for a period of five ( 5) years from the date of substantial completion. Plymovent and Air Cleaning Technologies, Inc. at their own discretion will repair or replace any or all defective parts to allow system to operate in accordance with design specifications. This warranty does not include normal wear and tear, damage to system or any parts due to misuse, misapplication and/or abuse of entire system. EXECUTIVE VICE PRESIDENT AIR CLEANING TECHNOLOGIES, INC. 1300 WEST DETROIT STREET BROKEN ARROW, OKLAHOMA 74012 800-351-18581918-251-8000 Page 223 of 642 DNV·GL MANAGEMENT SYSTEM CERTIFICATE Certificate No: Valid: 3 9 3 88-2008-AQ-USA-ANAB 26 September2018-25 September2020 This is to certify that the management system of Plymovent Corporation 5 Corporate Drive, Cranbury, NJ, 08512, USA has been found to conform to the Quality Management System standard: ISO 9001:2015 This certificate is valid forthe following scope: The Assembly, Distribution and Sales of Engineered Exhaust Extraction Air Filtration Systems. Place and date : Katy, TX, 26 September 2018 • l!l ACCREDITED ~ MANAGE M ENT SYSTEMS C ERTIFICAT ION BODY For the Issuing office : DNV GL -Business Assurance 1400 Ravello Drive, Katy, TX, 77449-5164, USA John Stefan Management Representative Lack o f f ul filment of cond itions as set out In the Certification Agreement may render this Certificate i nvalid. ACCREDITED UNIT: DNV GL Bu siness ASsur.mCI! USA, Inc., 1400 Ravello Drive, Katy ' TX 77449 USA. TEL: 281-396-1000. dnvglcert.com Page 224 of 642 Page 1 of2 ~~· ~~-=~;r:~~,.,...,,. ___ -;:-_ -,--.. -.--, ~-.~~~;_.. :,."...;.1.~.·-_.f\\ &P'" -~f--1,_• ~-~··!,-,.#(J~'-.._f _ ... fo I,: I 1 1• o ;_ ' - MyAMCA Email Password !Wubmiml Fomot eas§WOrd? Ftnd AMCA Members • Quick Unks AIR MOVEMENT AND CONTROl ASSOCIATION INTERNATIDllAL. INC. Certified Products ~ I Search by Company Name t Search by Produc\ Type I Search by Country I Search I Certified Product Search FAQ I Contact Us Search By Company Name>> Plymoyent Cornorat!on >> Centrifugal Fans -Residential, Commercial, & Industrial 1300 Serles Centrifugal Fans, Direct Drive Models: 1300-1-AM , 1301-1-AM Catalogs: ....JI! PLY·FANOB00.1300 (Prtnt), August2000 ~ Certification date: ~ October9,2000 1800 Series Centrifugal Fans, Direct Drive Models: 1800-1-AM , 1801-1-AM Catalogs: ....Jal PL Y-FAN0800.1800 (Print), August 2000 ~ ~ Certification date: ~ October9, 2000 2100 Serles Centrifugal Fans, Direct Drive Models: 2100-1-AM , 2100-2-AM, 2101-AM Catalogs: .....J/I PLY-FAN0800.2100 (Prtnt), August2000 A..,. ....-a Certification date: ~ October9,2000 3000 Series Centrifugal Fans, Direct Drive Models: 3000-1-AM, 3000-2-AM , 3101-AM Catalogs: ....Jal PLY-FAN0800.3000 (Prtnt), August 2000 ~-...MA Certification dale: ~ October9, 2000 4700 Series Centrifugal Fans, Direct Drive Models: 4700-1-AM , 4700-2-AM, 4701-AM Catalogs: .....JI! PLY-FANOB00.4700 (Prtnt), August2000 ~ Certification date: ~ October9, 2000 http://www.amca.org/ certified/search/company _products .aspx?cid= 1182&cn= Plymovent. .. 12/11/2008 Page 225 of 642 Page 2 of2 TEV Sarfas Cen trifugal Fans, Direct Drive Plodels: T :V-3110-60, TEV-359-60 , TEV-559-60 , TEV-585-60 , TEV-745-60 , TEV-768-60, TEV-798-60 catalogs: IOllAD T N_TEV-3110-60 (Print), September 2004 _.ti T N_TEV-359-60 (Print), September 2004 T N_ TEV-559-60 (Print), September 2004 T N_ TEV-585-60 (Print), September 2004 T N_ TEV-745-60 (Print), September 2004 T N_TEV-798-60 (Print), September 2004 TIN-TEV-768-60 (Print), September 2004 Certification date: October 1, 2004 TEV·A S1trl11s Contrifugal Fans, Direct Drive l'lodels: TEV-A-3110-60 , TEV-A-559-60, TEV-A-585-60 Catalogs: JOHO TIN TEV-A-3110-60 (Print), September 2004 ......!ii TIN=TEV-A-559-60 (Print), September 2004 TIN_TEV-A-585-60 (Print), September 2004 CertJfication date: r-l ovember 8, 2004 ©2007 Air Movement and Control Association. All Rights Reserved. 30 West University Drive, Arlington Heights, IL 60004 P ~o n e ;(l947) 39•-0150 Fu:(847 ) 25:1-0086 Sile Map I Contact Us I Terms of Use I Privacy Policy Wo b$[10 ;md c:lo..ioloprncn r by A1noricnne:rnle ram http://www.amca_org/certified/search/company __products.aspx?cid= 1182&cn=Plymovent. .. 12111/2008 Page 226 of 642 Courage to Fight Compassion to Seive To Whom It May Concern: October 15, 2018 One of the most challenging aspects of leading public safety organizations is the protection of our firefighter from occupational cancer. As a department that has attained accredited status through both the Commission on Accreditation of Ambulance Services (CAAS) and the Center for Public Safety Excellence (CPSE), we pride ourselves on adopting industry "best practices" to take care of our 140+ career firefighters and support staff. Since 2009, we have used Air Cleaning Technologies and their Plymovent vehicle exhaust and ventilation system in our seven fire stations. While you'd expect to have some minor issues with an engineered and custom ventilation system, our experience with Air Cleaning Technologies has been characteristically different. The company is progressive and responsive to the needs of the industry and the individual department alike. They've worked with us to save cost (when necessary) and helped us outfit a new fire station and our training center subsequently. My experience with the support and service from Air Cleaning Technologies is by far the best of the various companies I have to deal with as Fire Chief. As Fire Chief, I believe in companies that follow industry needs and best practice, but still hone their skiJls at serving the individual need of the customer. Air Cleaning Technologies is a fine example of that concept. Unfortunately, it is indeed rare to find companies that have a passion to work with their customers and solve their problems in a timely manner. I remain appreciative and impressed by their continued commitment to our department, Jong after the sale. Should you require any additional infonnation, please feel free to call me at (479) 621- 1179. )!!R7r/J /} 4om C. JJ£{, [/1 Fire Chief 201 N. First Street~ Rogers AR 72756-6600 ~ (479) 621-1179 ~Fax (479) 621-1108 Page 227 of 642 Capt. C. W. Gore Department of Public Safety Town of Highland Park Highland Park, Texas 75205 October 15, 2018 To whom it may concern: ' t r/l;,L/fml:rws EPARTMENTOf p u B ll ( SAFETY Air Cleaning Technologies, Inc. is a proud and trusted partner in the Highland Park Department of Public Safety's continuing mission to provide a clean and safer work environment for our first responders. In 2016, they were instrumental In retro-fitting our existing fire facilities to accommodate a modern Plymovent engine exhaust system. Their installation team was prompt, courteous and professional during this process, and the finished product looked as if it had been Included in the original building construction. Having managed several facility retro-fits since my tenure in this position, I can say this was one of the most competent and stress-free installations I have overseen. This is coupled with Air Cleaning Technologies continued customer and product support since the Plymovent system's installation. While system problems have been few and far between, Air Cleaning Technologies and their local se.rvice technicians are consistently prompt, knowledgeable, and prepared for whenever and whatever the Department needs from them. As the fire service starts recognizing the Importance of a clean, carcinogen-clear station environment, industry partners like Air Cleaning Technologies will be instrumental in attaining that goal. With that said, I can heartily recommend this company to provide the technology, system, and customer service our first responders so vitally need to secure long and productive careers in this our noble calling. If you would like to speak to me personally about my experiences with Air Clean ing Technologies, Inc. and their staff, feel free to contact me at my direct office number (214)559-9333 Sincerely, Capt. C. W. Gore Support Services Administrator Department of Public Safety Town of Highland Park, Texas Page 228 of 642 ,,~,~ (1(!)[9~1t\1 f!lf!~fgfa~C!\1 ~[!~ij~f!~ ~~ltfitfi:Sll ~~ ~ :Mr. Aaron Stewart Air Cleaning Technologies, Inc. 1300 West Detroit Broken Arrow, Oklahoma 74012 Mr. Stewart, PFLUGERVILLE FIRE DEPARTMENT 203 E. PECAN STREET PFLUGERVILLE, TEXAS 78660 (512) 251-2801 October 15, 2018 On this occasion I would like to extend to you and Air Cleaning Technologies my sincere appreciation for the work that was done at our stations while installing the Plymovent exhaust gas extraction system. Working with you and the installation team was one of those rare instances where a vendor exceeded expectations and delivered on time. Your practice of providing details of when you will be on site, a timeline for installation and a comprehensive training session was of great value to the District as we coordinated the installations. We have also found that working with your service division has been seamless, including clear communication and repairs done in a timely manner. We look foxward to a great relationship with your Company. Best Regards, Victor E. Gonzalez Director of Facilities and Logistics , Travis County Emergency Services District No. 2 Page 229 of 642 Cityof CJ M'!!!JPhis October 15, 2018 Atll'On M. Stew1111 Air Cleaning Technologies 1300 West Detroit St Broken Arrow, OK 74012 Ref: FYl 8 Vehicle Exhaust Systems Memphis Fire Services Dear Atll'On: Jim Strickland -Mayor DIVISION OF FIRE SERVICES Gina Y. Sweat-Dwctor Now that the work on the FY18 Vehicle Exhaust Systems retrofitting /orly two existing systems and installation off 011rteen 'tllm/cey stations is substantially complete, I want to titanic you and commend on a job well done. Your support and recommendations before we bid the work was invaluable. Your knowledge of gmntfunded projects was invaluable in helping us attain the funding for the project Also, your coordination helped make the installations timely, without a single change order. We are so graJeful for our fifty one fally operational vehicle exhaust systems are looldngforward to you completing the remaining.five stations, which we inadvertently left out of the original scope of work. We are so thankful to you for making this a successfu.l Plymovent project and working with you. on our extended warranty period. Sincerely, YV}L())~ Mike Williams, AJA NCARB Memphis Fire Services MW Cc: Lt Steven Chastain, Planning Lt. Chris Haynes, Planning Page 230 of 642 The~ Cicy , of ••••· .. Fo~ s~N SAS October 15, 2018 FORT SMITH FIRE DEPARTMENT 200 North 5th Street Fort Smith, AR 72901 (479) 783-4052 office (479) 783-5338 fax To Whom It May Concern: ~ ,. Phil Christensen Fire Chief I have worked with Air Cleaning Technologies for the last several years. I have speclflcally worked w ith Aaron Stewart and Kevin Day. Both have treated the Fort Smith Fire Department with concern and respect. I would recommend considering Air Cleaning Technologies for any of your exhaust evacuation needs. When I contact Air Cleani ng Technologies, they are either available at that moment to hear my concerns or return my call promptly. When we have scheduled work through them, they have arrived at the schedule appointment. They have worked with us through the years to help us maintain our cost associated with the exhaust systems. If you would like any further information, please feel free to contact me and I will be happy to provide you with any additional Information you might need. Sincerely, Mark s Talley Division Chief of Operations Fort Smith Fire Department 200 N. sm Street Fort Smith, AR 72901 479-308-3332 Office 479-461-3978 Cell Page 231 of 642 RE: Plymovent Exhaust Systems To Whom it may concern: The Uttle Rock Fire Dept. has been using Plymovent exhaust systems for several years. I personally maintain these systems and have for quite some time. We have a total of 22 systems that have been outstanding in quality. The Plymovent company is constantly researching and Innovating the products to keep up with the ever changing market and apparatus design. My contact for Plymovent has always been Aaron Stewart. He always provides unparalleled service. Mr. Stewart is very knowlegeable and helpful know matter how simple or complex the question posed. He has always had the answer. I don't hand out recommendations often, but lf all my vendors provided the service that Aaron Stewart provides, ft would make my job easier. David Pettypool Fire Equipment Repair Coordinator Little Rock Fire Dept. email: Dpettypool@llttlerock.gov Phone:SOl-519-4810 Page 232 of 642 October 16, 2018 RE: Aaron Stewart Air Cleaning Technologies To whom it may concern, 10625 North County Rd. Frisco, TX 75033 T 972.668.9340 F 972.668.9351 I have had the pleasure of working with Aaron with Air Cleaning Technologies on several fire stations in several cities installing a Plymovent system. He and his installation staff seem to go out of their way to provide a complete working system free of faults. The install has always been when requested and completed in a timely manner. Aaron has provided information on an install when asked if there was any concerns and made things happen without trying to over sale. His install crew goes above and beyond on the installation, knowing what to do without having to be watched and guided along the way. I plan on using Air Cleaning Technologies on my projects in the future and am looking forward to working with Aaron and his team. I would highly recommend Aaron for any project where a vehicle exhaust system is needed. Should you have any questions or would like to discuss anything feel free to contact me at 214-551-7409 or email darrellllndsay@coreconstruction.com. ~:!4 Project Manager '> fll'IW.c:oreconstruc:tlon.c:o m Page 233 of 642 ------. AIRCL-1 QPm·ni:: ACORD'' CERTIFICATE OF LIABILITY INSURANCE I DATE(MM/DDNYYY) ~ 03/10/2020 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 riqhts to the certificate holder in lieu of such endorsement(s). PRODUCER 918-743-8811 !?.S/l'l!~CT Richard K Haverfield, CPCU RICH & CARTMILL, INC W8,NJ0 • Extl: 918-743-8811 I FAX ,, 918-744-8429 2738 East 51st #400 AJC, No: Tulsa, OK 74105 ~*'rf.Jb,,.,. Richard K Haverfield, CPCU INSURERCSl AFFORDING COVERAGE NAIC# INSURER A : The Ohio Casualtv Ins Co 24074 INSURED INSURER B: Air Cleaning Technologies Inc 1300 W Detroit INSURERC: Broken Arrow, OK 74012 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 ~.~.!'.; ~~\!_R POLICY NUMBER POLICY EFF POLICY EXP LIMITS TD A x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 >--:=J CLAIMS-MADE [!] OCCUR DAMAGE TO RENTED 100,000 BK02057018460 08/01/2019 08/01/2020 CC<=MISES (Ea nrro "rencel $ MED EXP {Anv one person) $ 15,000 ~ 1,000,000 PERSONAL & ADV INJURY $ ~ 2,000,000 1'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY D ~~8-r D LOC PRODUCTS -COMP/OP AGG $ 2,000,000 ·-- OTHER: $ A ~OMOBILE LIABILITY I COMBINED SINGLE LIMIT 1,000,000 1c. ............ ;....i,..nn $ x ANY AUTO BA0205701B460 08/01/2019 08/01/2020 BODILY INJURY (Per person) $ -OWNED -SCHEDULED -AUTOS ONLY >--AUTOS BODILY INJURY IPer accidentl $ ~ ~/~WPsoNLY ~ NON-OWNED AUTOS ONLY FROPERTY,RAMAGE Per accident $ $ A x UMBRELLA LIAS ~OCCUR EACH OCCURRENCE $ 5,000,000 >--US0205701B460 08/01/2019 EXCESSLIAB CLAIMS-MADE 08/01/2020 AGGREGATE $ 5,000,000 OED I x I RETENTION $ 10000 $ A WORKERS COMPENSATION X I ~ffrtrrF I I grn-AND EMPLOYERS' LIABILITY YIN XW02157018460 03/23/2020 03/23/2021 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE D E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA 1,000,000 {Mandatory In NH) E. L. DISEASE -EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Bid No. 20-029 Priect No. GT2002 AF Award Number: EMW-2018-F0-01385 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of College Station THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Purchasing Division City Hall 1101 Texas Avenue AUTHORIZED REPRESENTATIVE College Station, TX 77842 ~r~ I ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 234 of 642 SECTION #2 Page 235 of 642 PLYMrJVENT® clean air at work • Page 236 of 642 THE MAGNETIC GRABBER® Over the years, the Magnetic Grabber® has proven to be the best choice for your fire station. Combining the various benefits of the Magnetic Grabber® and the opportunity to have an easy to use professional Plymovent system in your station make the decision an easy one. EASY TO OPERATE -"CLICK AND SEAL" The conical design makes attaching the Magnetic Grabber® to the vehicle extremely user friendly. At the sound of a clear "click" you know you have a correctly "sealed" connection of the system to the vehicle, minimizing the danger of diesel exhaust emissions in the station.The strategically positioned magnets ensure a good connection to the vehicle, as well as a controlled automatic disconnect when the vehicle exits the station. PROFESSIONAL LOOK AND PERFORMANCE Made with stainless steel, the Magnetic Grabber® is easy to recognize, but also the functionality is what you can expect of a Plymovent system. With no obstructions in the hose, the system can remove dangerous diesel exhaust at its maximum capacity. The proven Magnetic Grabber® system can be quickly attached to any vehicle equipped with the innovative Plymovent tailpipe connector. The tailpipe connector's ambient air intake also ensures the vehicle's exhaust temperatures are reduced thereby making the system safer to use. SAFETY OF THE SYSTEM In order to protect your investment and provide prote!=tion against damages, Plymovent has integrated a rubber safety cover on the Magnetic Grabber®. With the Magnetic Grabber's® rubber cover, along with your system's Safety Disconnect, you and your system are well protected. Page 237 of 642 BENEFITS • Easy to operate "click and seal" connection • Virtually I 00% source capture • Ambient air intake • Unique conical design for easy use • Will always function without electrical power input Strategically positioned integrated mag nets for easy connection. Unique conical d esign for soft release. Protective rubber safety cover to avoid damage to vehicle and surroundings. Ambient air intake protects the system and surroundings from high-temperature exhaust gasses. Non-invasive stainless steel clamp ing mechanism MAGNETIC GRABBER®STAINLESS STE E L BLACKARMOUR The Plymovent Magnetic Grabber® Stainless Steel BlackArmour is a durable Magnetic Grabber® that is resilient to the most extreme and aggressive winter road treatment chemicals. Due to t he highly durable coating, as well as utilizing a very special blend stainless steel magnetic alloy, it will increase system life and therefore reduce the total cost of ownership. The Magnetic Grabber® Stainless Steel BlackArmour has the same proven concept functionality "click and seal" nozzle and is added onto the existing product portfolio.Advantages of the Magnetic Grabber® Stainless Steel BlackArmour: • Stainless steel tailpipe adapter • Extreme high corrosion resistant nozzle • High abrasion resistance against mechanical damage • Non-invasive stainless steel clamping mechanism Page 238 of 642 PLYMrJVENT® clean air at work Plymovent Corp. 5 Corporate Drive Cranbury. NJ 08512 USA T + I 800 644 091 I T +I 609 395 3500 F +I 609 655 0569 E cleanai r@p lymoventcom IJ plymoventusa "'# @plymoventusa @ plymoventusa ~'""«." f -\ \•_··_··•/ Plymovent Corp.is ISO 900 1:2008 Certified. ' " Your authorized Plymovent distributor: AIR CLEANING TECHNOLOGIES, INC. 1300 West Detroit Broken Arrow, OK 74012 (918) 251-8000 • (800) 351-1858 www.aircleaningtech.com PLYMOVENT OFFERS TOTAL SOLUTIONS FOR AIR CLEANING I • • For more than 40 years we have made it our business to ensure clean air in fire stations. We provide high- quality products to protect firefighters and others from exposure to hazardous diesel exhaust, dust and debris. We offer a broad range of exhaust extraction systems, supported by complete engineering services. Contact us to find out what genuine commitment to customer requirements really means. FROM SCRATCH TO THE RIGHT SOLUTION Plymovent is not just a manufacturer. We offer professional advice and engineering services to provide a solution tailored to your specific needs or requ irements. In addition, our worldwid e network of distributors offer service and maintenance to keep your system functioning optimally. For more information, please contact your authorized Plymovent distributor or visit www.plymovent.com. Page 239 of 642 I • • • BACK IN SYST EMS PLYMrJVENT ® Exhaust Removal Systems Page 240 of 642 PlymoVent North America: USA: 115 Melrich Road, Cranbury, NJ 08512 (P) 800.644.0911 • (P) 609 .395 .3500 • (Fl 609.655 .0569 Canada: 24-1200 Aerowood Drive, Mississauga. ON L4W 2S7 (P) 800.465.0327 • (P) 905 .564.4748 • (F} 905.564.4609 www.plymoventfire.com ©20 08 PlymoVen~ PlymoVent•and Grabber" ore registered trademarks of PlymoVent. BACK IN SYSTEMS The Sliding Balancer Track System (SBT) has set the standard in vehicle emissions control for fire and emergency response vehicles around the world. The PlymoVent• SBT system is the preferred system for back-in and drive through apparatus bays, and is designed to connect to any motor vehicle tailpipe while capturing virtually 100% of the exhaust emissions . Plus, it's a fully automatic system, including fan activation and system disconnect from the exiting vehicle . All that is required is a one-step connection to the vehicle's tailpipe as it enters the station . If you are looking for an exhaust removal system that you can connect at the door and have it automatically disconnect when you leave. the SBT is right for your application . KEY SBT SYSTEM ADVANTAGES: o . Models handle up to 60-foot deep back-in bays o Auto-disconnect at the exit door o Attach the Grabber" from the vertical position o No minimum or maximum exit speed o Aluminum track: light-weight and strong o' End stops with rubber shock absorbers take up kinetic energy from trolleys !;'), Adjustable release points depending on the exit speed of the vehicle o Pre-fitted yellow/black extraction hose a Virtually 100% source capture through a unique automatic Grabber nozzle; available to fit all emergency response vehicle tailpipe sizes ~o Automatic start-stop of fan by an exhaust sensor o Safety disconnect coupling; faii safe system. easily re-connectable o Suitable for existing fire stations and new design-built stations AIR CLEANING TECHNOLOGIES, INC. 1300 West Detroit Broken Arrow, OK 74012 (918) 251-8000. (800) 351-1858 www.aircleaningtech.com PLYNA-FS·OB01·005 Page 241 of 642 • • • DRIVE THRU SYSTEMS PLYMrJVENT ® Exhaust Removal Systems Page 242 of 642 PlymoVent North America: USA: 115 Melrich Road, Cranbury, NJ 08512 (P) 800.644.0911 • (P) 609.395.3500 • (F) 609.655.0569 Canada: 24-1200 Aerowood Drive. Mississauga. ON L4W 2S7 (Pl 800.465.0327 • (P) 905 .564.4748 • (F) 905.564.4609 www.plymoventfire.com ©2008 PlymoVenf. PlymoVent•and Grabber"a re registered tradema rks of PlymoVent. DRIVE THRU SYSTEMS The Straight Rail System (STR) is the preferred system for drive through apparatus bays. The PlymoVent"' STR system is designed to connect to any motor vehicle tailpipe and captures virtually 100% of the exhaust emissions. This system is ideal for drive through bays or bays with up to four vehicles parked in tandem . There is a one-step connection to the system as the vehicle enters the station . Everything within the system is fully automatic, from the fan activation to the automatic release from the exiting vehicle. Also. it has solid one-piece extruded aluminum rail profiles offering strength and durability. KEY STR SYSTEM ADVANTAGES: O Models to handle up to 150 feet o Exhaust hose sizes for all vehicle types o Auto-disconnect at exit door o Door-to-door removal of harmful emissions o Speed absorbing shock system O Front and optional back-out release o Expandable design i:;i Allows tor up to four vehicle connections in tandem o Adjustable release points for various exiting speeds o Automatic start-stop of fan by an exhaust sensor o Virtually 100% source capture through a u11ique pneumatic Grabber'; to suit different sizes of exhaust pipes D Pre-fitted yellow/black extraction hose o Safety disconnect coupling; fail safe system, easily re-connecta ble o Suitable fbr existing fire stations and new design-built stations AIR CLEANING TECHNOLOGIES, INC. 1300 West Detroit Broken Arrow, OK 74012 (918) 251-8000. (800) 351-1858 www.aircleaningtech.com PLYNA-FS·0801·007 Page 243 of 642 I • • • VERTICAL EXHAUST SYSTEMS PLYMrJVENT ® Exhaust Removal Sys tems Page 244 of 642 PlymoVent North America: USA: 115 Melrich Road, Cranbury, NJ 08512 (P) 800.644.091 1 • (Pl 609.395.3500 • (F) 609.655.0569 Canada: 24-1200 Aerowood Drive. Mississauga, ON L4W 287 (P) 800.465,0327 • (P) 905.564.4748 • (F) 905.564.4609 www.plymoventfire.com ©2008 PlymoVen~ PlymoVent•and Grabber"a re registered trademarks of PlymoVent. VERTICAL EXHAUST SYSTEMS The Vertical Stack Rail System (VSR) is the solution for vehicles that have top exhaust and need to move through an apparatus bay. The PlymoVent" VSR system is designed for vehicles with overhead exhaust stacks. With no operator intervention needed, the "V" shaped catcher guides the vehicle exhaust stack into the rail profile. The VSR system's rail profile is comprised of solid one-piece extruded aluminum to provide strength and durability. The free-floating capability allows side-to-side movement of the entire system and automatically aligns itself with the vehicle's exhaust stack. The VSR system is fully automated from fan start to disconnect. KEY VSR SYSTEM ADVANTAGES: o A fully automatic system o Virtually 100% source capture a Floating suspension o Adjustable capture stack o Fits any vehicle stack o One-piece aluminum rail o Expandable system to almost any length P Adapter cone qesigned fo.r both empty and loaded vehicles q Lateral movement to either side o Flexible duct connection o Sealing rubber lips o Automatic return to position after exit o Secure wire; fail safe o Suitable for existing fire stations and new design-built stations AIR CLEANING TECHNOLOGIES, INC. 1300 West Detroit Broken Arrow, OK 74012 (918) 251-8000. (800) 351-1858 www.aircleaningtech .com PLYNA·FS·OB01·00B Page 245 of 642 PLYMrJVENT® clean air at work I • • • SBT-Magnetic PRODUCT USER MANUAL Sli ding Balancer Track -TUV-SUD -Magn etic G rab ber ® contents I . Important safety instruction ........................................ 2 2. Introduction ..................................................................... 2 3. Product description ....................................................... 2 4. Safety .................................................................................. 3 5. CE declaration ...... .-................................................................ 4 6.Area of use ........................................................................ 5 7.Delivery ........................................................................... 6-9 8. lnstallation ................................................................. I 0-27 9. Installation trimming procedure .......................... 28-31 I 0. User -and maintenance instructions ............... 32-34 11 . Cleaning and FAQ ....................................................... 35 12. Disposal ........................................................................ 36 13. Spare parts .................................... -........................ 37-38 14. TOV-SOD certificate ................................................... 39 CE: Thank you for buying a Plymovent product. Before you unpack and put it into operation please read this product manual carefully, and follow the instructions. Headoffice Postl>us 9350 1800 GJAllunur Konalsuaat9 The Netherlands This manual should be handed over and kept by the service department after the installation. Plymovent Exhaust Extraedon GmbH RedantnBe 36 53842 Trolsdorf GenNny Plymovent Inc. '40908 SbcleYlew Cres. Unltl Mlsslsaup.ON LSLSYS Canada Plymovent Corp S Corpo~te Drive CnonlHlry.NJ 08512 Unl<edS.U.. Plymovent Ltd. P.O.Box7~7 OXl 6 6NZ Banbury United Kingdom Page 246 of 642 I I. IMPORTANT SAFETY INSTRUCTIONS I =fl•:_____;:_::_IN-'-'T=--=-R=--=O=--=D:;_;U=--C=--T=--=l--=-0-"-N'---------' Please read these instructions before installing the Sliding Balancer Track (hereafter called SBT) system. This will help you obtain the full benefit from the exhaust removal system you have selected. A. Read the Product user manual and Safety Instructions carefully. Failure to follow these instructions could cause a malfunction in the system or unsatisfactory performance. B. Follow a regular service and maintenance schedule for efficient operation. /PREFACE Using this manual This manual is intended to be used as a work of reference for professional, well trained and authorized persons I user's to be able to safely install, use, maintain and repair the product mentioned on the cover of this document. Pictograms and symbols The following pictograms and symbols are used in this manual: necessary caution, may damage the product or cause serious personal injury. Service and technical support For information about specific adjustments, maintenance or repair jobs which are not dealt with in this manual, please contact the supplier of the product. He I she will always be willing to help you. Make sure you have the following specifications at hand: -The SBT Magnetic product user manual MAN.)1ACl_SBT_TUv_sUD_l80Sl711_EN I. I Identification of the product The SBT system is made up out of various different parts which together form the SST-Exhaust Removal System. All these individual parts can be traced back to this product user manual. ll. PRODUCT DESCRIPTION The SBT system consists of a number of parts of which the Plymovent yellow and black extraction hose assembly is most visible to the user. The extraction hose has a Safety Disconnect Coupling built in, this to protect the system against misuse. The hose is positio- ned in the Saddle which connects to the balancer. The balancer is connected to the aluminium track via a special trolley.This enables the trolley to move inside the aluminium profile which is positioned above and next to the tailpipe side of the vehicle. The aluminium profile is designed to a three (3) section principle of which two (2) sections have open areas, one on the underside and one on the overside. The overside open area is used for positioning the support legs, duct and exhaust hose connector and the release valve. The underside open area is used for positioning the end stops and for the sliding the trolley. Method of use: An automatic, magnetic controlled exhaust gas extraction system, specially designed for fire and rescue vehicles with low level, side exhaust pipes. The system is used to remove the poisonous petrol and diesel gas fumes direct at the emission source, the exhaust pipe. When the vehicle is on its way out of the station, the extraction hose, connected to the exhaust by a special device called a Grabber® to the tailpipe connector moves along with the vehicle. Poisonous diesel gasses pass from the Grabber®, up the extraction hose and into the ducting and extraction fan before escaping to the atmosphere. As the vehicles drive out through the doors, the trolley moves to the end of the track, There the balancer locking cable restricts the balancer to unwind pulling the Grabber® from the tailpipe connector allowing it to disconnect. On the return of the vehicle to the station, The Grabber® is easily re-connected to the exhaust pipe. At the same time the fan automatically starts up and the vehicle continues to its standard park position. The use of exhaust removal hose is allowed for: -Moving of diesel-vehicles. in-or out halls I stations. -Short time maintenance work of diesel-vehicles, but only if the engine is running on the minimum rpm. -The vehicle must leave and enter the station with a modified speed in order to avoid damage to the system and possible injury to people. ,,,. Page 247 of 642 14. SAFETY General The manufacturer does not accept any liability for damage to the product or personal injury caused by ignoring of the safety instructions in this manual, or by negligence during installation, use, maintenance, and repair of the product mentioned on the cover of this document and any corresponding accessories. Specific working conditions or used accessories may require additional safety instructions. Immediately contact your supplier if you detect a potential danger when using the product. The user of the product is always fully responsible for observing the local safety instructions and regulations. Please observe all applicable safety instructions and regulations . User manual Everyone working on or with the product, must be familiar with the contents of this manual and must strictly observe the instructions herein.The management should instruct the personnel in accordance with the manual and observe all instructions and directions given. Never change the order of the steps to perform. • Always keep the manual with or near the product. Pictograms and instructions on the product (if present} • The pictograms, warning and instructions attached to the product are part of the safety features. They must not be covered or removed and must be present and legible during the entire life of the product. • Immediately replace or repair damaged or illegible pictograms, warnings and instructions. Users • The use of this product is exclusively reserved to authorized, trained and qualified users. Temporary personnel and personnel in training can only use the product under supervision. • Use common sense. Stay alert and keep your attention to your work. Do not use the product when you are under the influence of drugs, alcohol or medicine. • The product is not designed to be installed or operated by persons with limited physical, sensory or mental issues and I or limited knowledge of the system, the trained person is responsible to supervise the operation and give possible directions. Be aware that no person is within a range of I (one) meter besides the vehicle when it leaves the station, and no persons are allowed in the station entrance, to avoid injury. • The system is not to be played with. Intended use (I} The product has been designed as an exhaust removal system using the Grabber® coupling system. Using the product for other purposes is considered contrary to its intended use. The manufacturer accepts no liability for any damages or injury resulting from such use. The product has been built in accordance with state-of-the-art standards and recognized safety regulations. Only use this product when in technical perfect condition in accordance with its intended use and the instructions explained in the user manual. MANJ1AGJ BT_TUV_SUD_lll051711.;;N Do not attempt installation of this system unless you are familiar with the necessary tools, equipment, utility connections and potential hazards. Installation should be performed only by a qualified service provider. Failure to do so could result in reduced performance of the unit, serious personal injury or death. PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing and installing the system. Failure to do so could result in minor personal injury. Technical specifications The specifications given in this manual must not be altered. If the hose is damaged please contact you supplier for service. When the Magnetic Grabber® or the tailpipe connector are damaged please contact you supplier for service. Modifications Modifications of (parts of) the system I product is not allowed. Product combinations When the product is used in combination with other products or machines the safety instructions in this manual will remain valid as well as the safety instructions in the manuals of the other combined products. (I) The "intended use" in accordance with EN 12100-1 is the use of he technical product in accordance with the manufacturers description including its statements in the sales brochure. In case of doubt, this is of use, which can naturally be derived from the design, construction and operation of the product. Intended use also includes compliance with the instructions in the manual. WARNING! ,I.\ FIRE HAZARD! Never use the product for: £ll Extraction i.e. filtering of sigaretes sigars, oil rags or any other burning particles, objects or acids. Please apply and use the pre-described and normal personal protection devivices during installation and during service of the system in order to avoid injuries . This also applies to the persons who enter the work area during installation or service Page 248 of 642 Installation • The installation of the products should only be performed by trained and authorised persons. For other persons and co be trained persons the products should only be handled under supervision of a responsible and authorised person when installing . • Please use appropriate lifing materials and equipment when working in an area over 2m I 6.5 feet. • Please ensure that, on the side of the vehicle were the system is installed, no persons are present in an area of I (one) meter under and I or around the SBT system and /or between the vehicle and the entry I exit door when the vehicle exits the building. This way possible injuries can be avoided by a possible backwards motion of the Grabber® in the direction of the station and park position. • Never install the product in front of entries, exits or passage ways which are to be used by emergecy services. • Check before installation if the structure of the wall / roof is Stabile enough to hold the components which are co be attached to it. Use common sense. Stay alert and keep your attention to your work. Do not use the product when you are under the influence of drugs, alcohol or medicine. • Air; which might contain health hazardous components, such as chrome, Nickel, Beryllium, Cadmium, Lead etc. should never be recycled. This type of air must always be removed from the working area. Use • Inspect the product and check for damages . Verify the functioning of the safety features. • Check the working area. Please keep unauthorised persons away from the working area. • Protect the product against water and humidity. • Make sure the room is always sufficiently ventilated; this applies especially to confined spaces. • Make sure that the workshop, in the vicinity of the product, contains sufficient approved fire extinguishers if any electronics, such as control boxes, are used. • The user of the product always has full responsibility for the correct execution of the safety guidelines and instructions. These are all the safety guidelines and instructions which apply to the use of the system. After shutting down the ventillation system wait minimal I 0 seconds before handeling the system and 1-..... ~ products when performing service, maintenance and I or repairs . MAN_t1AG_SBT_TUV_suo_1eos1111_EN Service, maintenance and repairs • Observe the maintenance intervals given in this manual. Overdue maintenance can lead to high costs for repair and revisions and can render the guarantee null and void. • Always use tools, materials, lubricants and service techni- ques which have been approved by the manufacturer. Never use worn tools and do not leave any tools in or on the product. • Safety features which have been removed for service, maintenance or repairs, must be put back immediately after finishing these jobs and it must be checked that they still function properly. • Please ensure that no vehicle enters or exits the station during the service, maintenance and repair activities. • Please use appropriate lifing materials and equipment when working in an area over 2m I 6.5 feet. Tools These tools are needed to install the Plymovent System: -Power drill -Battery operated power drill -Alllen key set -Phillips srewdriver set -Measuring tape Please note that additional tools and machines may be needed depending on the installation situation {installation height, space available etc). ~.CE DECLARATION CE declaration of conformity for machinery "We, Plymovent Exhaust Extraction GmbH, RedcarstraBe 36, 53842 Troisdorf, Germany, herewith declare, on our own responsibility, that the product(s): -Sliding Balancer Track system SBTM is/are in conformity with the following harmonized standard{s) and/or other such normative documents and amendments, if any: DIN 31000:2011 DIN EN ISOl2100:201 I AfPS GS 2014:0 I PAK Troisdorf, 30-03-2017 C. P. Janssen Product Manager Exhaust Extraction Service, Maintenance and Repairactivities shall only be performed (in line with TRGS 554) by authorized, 1 .,.-~ trained and qualified personnel taking into account the applicable working practices and safety regula- tions. Page 249 of 642 16. AREA OF USE The SBT system is designed to be used in Fire-and Rescue Stations where there is one (I) vehicle parked behind the entry I exit door. The SBT is designed to handle exhaust gas temperatures of + 1 so•c I 302F (short time +I 70°C I 338F). USA hose is 400°F continuous and S00°F intermittent. Do not bend over in the direction of the tailpipe when positioning the Grabber® to the vehicle. Exhaust gasses can enter the breathing zone of the user. Side view 1.8 m/ 6ft Overview max O.Sm I 20" MAN_MAG_SBT_TUV_SUO_l90Sl7/l_EN Duct/Hose Connector Do not put hands or other body parts in the Grabber®. Support leg ~ E "' 11'1 ' ' E ~ .... 0 Track section Sup ort section Stabilizer section Trolle section Page 250 of 642 11. DELIVERY The track is delivered in parts together with a product manual. Fan, fan control device need to be added individually depending on application. Horizontal mounting The SBT, in all different versions, is built out of a few standard components which will be described in this section. Support leg The aluminium support leg is used for both vertical and horizontal mounting. The standard length is 5790 mm I 19 feet and it has to be cut to proper lengths during instal- lation. The dimension of the support leg is 50x50x2,5 mm I 2x2x0. I inch Side brace There are three different lengths available: -500 mm I 20 inch -750 mm I 30 inch -1800 mm / 70 inch The brace can be mounted separately or in pairs using the same brackets. MAN_MAG_S8T_TUV_$UO_l80Sl7/l_EN Prod . No. SBT-SL Art. Nr: 8120-1011 Prod . No. SBT-SB-S, 500mm Art. Nr. 8140-1011 Prod.No.SBT-SB-M, 750mm Art.Nr.8141-1011 Prod. No. SBT-SB-L, I 800mm Art. Nr. 8142-1011 Page 251 of 642 j7. DELIVERY Side brace clamp kit The kit includes fY/o aluminium brackets for one or fY/o side braces. Adjustable mounting kit (vertical) The two brackets are exactly the same.They can also be used if the roof is angled and they can be mounted in both directions. Max imum angle is 30 degrees. In order to fasten the bracket to the support leg three through holes have to be drilled. Start by drilling hole "I" and "2". Then adjust the bracket to an exact position and fix it by drilling a third hole "3", using the most centrered hole from the top row. Adjustable mounting kit (horizontal) The bracket that shall be used against the wall is the same as for the vertical kit (see above) but on the track side there is a new bracket which is adjusable in relation to the support leg. When the bracket is fixed in the right position two through holes in the support legs two holes are drilled through the support leg using the bracket as a template. MANj1AG_58T_ruv_suo_JSOSl7/l_EN Prod . No. SBT-SBCK Art.No.8130-1011 Prod. No. SBT-MKV Art. No. 8150-1011 Prod. No. SBT-M KH Art. No 8160-1011 2 3 Page 252 of 642 11. Universal mounting cross The cross can be used if the wall or roof is angled but the only available beam is going in the "wrong" direction for the standard bracket. The position of the cross is between the bracket and the wall. SBTTrack Prod. No. SBT-UMC Art.No 8170-1011 The SBT track is delivered in 2 lengths: SBT-Track 5790mm I 19 feet SBT-Track 2895mm / 9.5 feet Hose kit There are 6 hose kits available: -Hose temp.resistance +I 50°C. -Hose diameter is I 00 mm I 4" -Length 6m I 19.6 feet or I Om I 33 feet -Magnetic Grabber® 75mm I 3" -I OOmm 14"-I 25mm/ 5" The different hose packages which contain the following parts: -Transition parts -Exhaust removal hose (+I 50°C I 302 F) -USA hose is 400°F continuous and 500°F intermittent. -Hose saddle -Safety disconnect handle -Magnetic Grabber® nozzle -Magnetic Grabber® connector MAN_HAGJBT.TUV.SU0.18051711..,EN DELIVERY Prod. No SBT-TRACK Art. No. 8332-10 I I Prod. No. SBT-TRACK-1 /2 Art. No. 8331-1011 Prod.No. SBTM-H K-100-6-75 SBTM-HK-100-6-100 SBTM-HK-100-6-125 SBTM-HK-100-10-75 SBTM-HK-100-10-100 SBTM-HK-100-10-125 Art.No. 88215-1011 88220-1011 88225-1011 88230-1011 88235-1011 88240-1011 Page 253 of 642 11. Splicing sleeve If the track is longer than 5790 mm I 19 ft a splicing sleeve must be used. Common material Common materials that are always included are gathered under product no "SBT-KIT Magnetic". Material included in the kit are: -Release valve -End stop -Security tape marking -Trolley -Balancer BR-300 (optional balancer BR-200 Art. Nr. 90120-10 I I) -Balancer locking cable MAN_MAG_SBT_TUV_suD_l805171l_EN DELIVERY Prod. No. SBT-Slice Art. No. 515633 PLYMrJVENT ' 'lllj Prod. No. SST-KIT Magnetic Art. No. 88175-1011 Page 254 of 642 1s. INSTALLATION Mounting instructions; I. Determine the installation height of the rail (measured from the bottom of the rail). 4. After installation, fine tune the BLC and I o r the rubber end stop if the disconnection point is not IO" from the door. 2. Determine the recommended distance from the rubber end stop to the door in the "installation table". If a disconnection point closer to the door is preferred, the position of the end stop can be changed. 3. Determine the recommended balancer locking cable (BLC) length in the "installation table". Installation table: Rail height Distance End stop I door Feet m Feet m min 5,0 1,5 10 3 Recomended 5,5 1,7 max 6,0 l,8 Rail height Distance End stop I door Feet m Feet m min 6,0 1,8 13 4 Recomended 6,5 2,0 max 7,0 2,1 Rail height Distance End stop I door Feet m Feet m min 7,0 2,1 16 5 Recomended 7,5 2,3 max 8,0 2,4 Magnetic Grabber® HAN_HAGJBT_TUVJ UD_l 80.Sl711JN Lenght Blc Inch cm 23,8 60,5 26,9 68,4 30,4 77,2 Length Blc Inch cm 23,9 60,8 26,7 67,9 29,7 75,4 Length Blc Inch cm 24,4 61,9 26,9 68,4 29,6 75,2 """ Page 255 of 642 1a. INSTALLATION BACK-IN MEASUREMENT PROCEDURE Please determine the position of: I. Exhaust pipe 2. Door 3. Distance Gate I Exit door vs the exhaust pipe I) Determine the location of the exhaust pipe (I) on the vehicle; which side of the vehicle it is positioned on i.e. were does the exhaust exit the vehicle and what diameter does the exhaust pipe have? Check if exhaust pipe modification is necessary, see: "Exhaust pipe modification procedure in this Product User manual". 2) Measure the height and width of the door{2). Check what type of gate: -Slidegate -Overhead gate -Other type Check at what height the track can be installed. The height should be in line with the specifications indicated in this manual in order to ensure correct product performance. 3) Measure the distance between the gate and the exhaust pipe (3), this is the required length of the SBT-track. Check before installation that this is the minimum required length of the SBT in a vehicle back-in application situation. The recommended distance from the end of the track to the door(s) can be found in the table on page 10. 2 MAN_MAG_SBT_TIJVJUD_ltlOSl7/l_EN PLAN VIEW PRODUCT MAY CONTAIN SHARP EDGES Use care when installing and servicing the products. Failure to do so could result in minor personal injury. Be sure to order the right Grabber® dimension. If a incorrect version is used on the tailpipe, the system could be damaged (too small Grabber®) or will dis- function (exhaust gasses can enter the premises) ""' Page 256 of 642 1s. INSTALLATION DRIVE-THROUGH MEASUREMENT PROCEDURE Please determine the position of: I. Exhaust pipe. 2. I Entrance door. 2.2 Exit door. 3. Distance between Entrance door I Exit door. I) Determine the location of the exhaust pipe (I) on the vehicle; which side of the vehicle it is positioned on. i.e . were does the exhaust exit the vehicle and what diameter does the exhaust pipe have. 2.1 ) and 2.2) Determine the gate height and width. Check what type of gate: -Slidegate • Overhead gate -Other type Check at what height the SBT-track can be installed . 3) Measure the distance between the door and the exhaust pipe (3), this is the required minimal length of the SBT-track. Check before installation that this is the minimum required length of the SBT in a vehicle back-in application . The recommended distance from the end of the track to the door(s) can be found in the table on page I 0 . Be sure to order the right Grabber® dimension. If a incorrect version is used on the tailpipe, the system ~--..,I could be damaged (too small Grabber®) or will dis- function (exhaust gasses can enter the premises) PLAN VIEW 14-~~~~~~~~~~~~~~~~--I 3 !--~~~~~~~~~~~~~~~~~~~~-+! 11AN_M ... <;_58T_TUV_svp_1sos1711JN '"" Page 257 of 642 is. INSTALLATION SBT-TRACK LOCATION PROCEDURE I. SST-Profile 2. Exhaust pipe 3. Door 4. Height of track 5. Distance to vehicle 6. Distance track to door The SST-track (I ) is mounted at a height ( 4) between 3 m I I 0 ft and Sm I 16 ft over the floor on the side where the vehicles exhaust pipe (2) is situated. The track is often mounted immediately under a sectional door (3) with a clear height from the track to the door of IOOmm I 4" to 150 mm I 6". The SST-track is placed max 500mm I 20" (5) from the truck-side of the vehicle. The distance between the hanging hose and the vehicle should be between 35cm I 14" and 45cm I 18" The recommended distance from the end of the track to the door(s) (6) can be found in the table on page I 0. ELEVATION VIEW 4 PLAN VIEW A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. _ ____, 6 }--t=======================================::J MAN_MAG_S BT_TlN_SUD_IS05t7/l_EN 1Nl8 Page 258 of 642 1a. INSTALLATION VERTICAL SUPPORT LOCATION PRODUCT MAY CONTAIN SHARP EDGES I. Front support: Use care when servicing unit. Failure to do so could ·--1 result in minor personal injury. 2. Rear support: 3. Additional support(s) I) The position of the front support (I) is determined first. The door is the initial point for the location of this. A open door requires a margin of SOmm I 2" for the support. Next to this the distance from the front support to the start of the profile should be not larger then I ,Sm I 5 feet. If this is not possible please use a wall mounting bracket to attach the front solidly. 2) The rear support (2) is placed approximately I 000 mm I 40" from the rear of the SBT-profile. 3) Depending on the lenght of the SBT track additional supports have to be mounted.The normal distance between the supports is approximately 3 meter I 10 feet. SIDE VIEW 120 Kg/Bolt 140 Kg/Bolt 50 mm/ 2" MAN..MAG_SBT_TUV..SU0_100517/l_EN Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops.This to avoid injury when trolley moves if the rail is uneven lifted. '~"' Page 259 of 642 1s. INSTALLATION WALL SUPPORT LOCATION PROCEDURE I. 2. 3. SST-track Support leg Additional Brace I) The position of the SBT track (I) is determined first. Please see to it that the profile is positioned within the gap of the open door. The door is the initial point for the location of this. 2) The support leg (2) is then measured versus the mounting position at the wall. 3) Depending on the lenght of the SBT track additional supports have to be mounted. The distance from the first installation bracket to the front and respectively the end of the rail should be minimal I ,Sm I 5 feet. Hose location The distance between the side of the truck (tailpipe) and the SBT hose should be between 35cm I 14" and 45cm I 18" Note: because of the offset to the riser bracket, the distance measurement shall be taken from the edge of the vehicle to the center of the riser bracket (not the track) MAN.)1AG..,SBT_ruv_suo_IBOSl7ll_EN PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops.This to avoid injury ~---1 when trolley moves if the rail is uneven lifted. Between 35cm I 14" and 45cm I 18" '"" Page 260 of 642 f8. INSTALLATION HOSE CONNECTION BACK-IN LOCATION PROCEDURE I. 2. 3. 4. 5. 6. 7. SST-Profile Hose connection I connector Distance from the door to exhaust pipe Exit door Exhaust pipe Half the distance from exit door to exhaust pipe Distance to hose connection is 600mm / 2' to 1200mm / 4' a) The hose connection (2) is positioned according to what side of the vehicle the exhaust pipe (5) is positioned on. b} The hose connection (2) is mounted on the SST-track on the opposite side of the vehicle. c) The hose connection I connector (2) is placed at the point: calculated as followed: -Distance Exit door to exhaust pipe (3), divided by half (6), plus SOOmm I 20 inch (7) This is the position of the hose connection I connector (2) relative to the exit door. (4) NOTE! It is important to have a margin on the hose length when driving in backwards please take this into account! PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops. This to avoid injury .---1 when trolley moves if the rail is uneven lifted. PLAN VIEW 3 ---------I~ ·---------< 6 MANJ1AG_SBT_ruv_suo_1aos1111_EN '"" Page 261 of 642 j8. INSTALLATION HOSE CONNECTION DRIVE-THROUGH LOCATION PROCEDURE I. 2. SST-track Hose connection 3. Distance entrance gate-exit gate 4. 5. 6. Entrance gate Exitgate Exhaust pipe a) The hose connection (2) is positioned according to what side of the vehicle the exhaust pipe (6) is positioned on. b) The hose connection (2) is mounted on the SBT-track on the opposite side of the vehicle. c) At a drive-through station the hose connection (2) shall be positioned on the SBT-track (I) at the half distance, between entrance gate (4) and exit gate (5). PLAN VIEW 11&-mii Use care when servicing unit. Failure to do so could result in minor personal injury. Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops. This to avoid injury i---1 when trolley moves if the rail is uneven lifted. ..------------------------------------\ 3 J...--------------------------------------1~ = 2 MAN_MAG_SBT_TUV_SUD_l80Sl111_EN f1/lll Page 262 of 642 1e. INSTALLATION SUSPENSION MOUNTING PROCEDURE I. 2. 3. 4. SBT-profile Support leg Mounting damp Carriage bolts MI Ox30 with washers and locking n'uts 5. 6. 7. Bolts M I Ox70 with washers and locking nuts Brackets Upper Bracket a) The support legs (2) are cut to proper lengths. Pitch in the SBTTrack & the position of the SBT stop. It is our recommendation to pitch the track forward toward the exit door (5 cm -2" over every 3m-I Oft) to minimize any affect where the hose may carry down the track once released. It is our recommendation to position the stop in the same location as a pneumatic system. (remember; the track will be approx. one foot shorter than a pneumatic system). The stop shall be used as your release point adjustment. b) The mounting damp (3) with two MI Ox30 bolts (4) for the suspensions are inserted in the profile (I). Please observe you insert these into the correct side of the profile. Insert the Disconnect vallve bracket (8) between the first and second suspension leg. c) The mounting damp for the hose/pipe bracket, see "Hose connection mounting procedure" in this product user manual, is inserted in the profile. BACK VIEW 4 1"'1AN_MA.G_S8T_TlNJOD_leos1111_EN PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops.This to avoid injury i--._., when trolley moves if the rail is uneven lifted. d} Drill two holes.in the support leg (2), one for the upper and one for the lower bracket (6). Mount the Brackets (6) to the support leg (2), the upper bracket can be adjusted by up to 30 degrees if needed. e) When the complete track (I) is adjusted correclty fix the brackets by drilling a second and a third hole through the brackets (5) into the support legs (2). Use the pre-drilled holes in the brackets (6) and fix tightly using the most centered holes. SIDE VIEW 6 7 '"" Page 263 of 642 j8. SUPPORT LEG MOUNTING PROCEDURE SBT-Profile Side brace Longitudinal brace I. 2. 3. 4. Bolts MI Ox20 and locking nuts a) Both side braces (2) are mounted on the same bracket. b) Longitudinal brace (3) is mounted in a separate bracket. Use M I Ox20 and locking nut (4), check that the support is vertical before the bolts are fastened. 4 BACK VIEW MAN_MAG_SST_ruv_suo_1eos 17/l_EN INSTALLATION A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops. This to avoid injury i---1 when trolley moves if the rail is uneven lifted. 3 ,,,,. Page 264 of 642 1e. INSTALLATION WALL SUPPORT MOUNTING PROCEDURE I. 2. 3. SBT-Profile Horizontal wall support Mounting clamp 4. Carriage bolts MI Ox30 with washers and locking nuts 5. Nuts MI 0 with clamp for adjustment of height and side to side. a) Cut the Horizontal wall support(2) to the correct length and follow the same steps as indicated in the suspension mounting procedure for installing the wall brackets. b) Fix the mounting clamp (3) with two M 10x30 bolts (4) to the SBT-Profile (I). Also insert the mounting clamp for the hose bracket (see hose connection mounting procedure). Next to this insert the disconnect valve bracket (6) between the first and second suspension leg. c) Profile( I) with mounting clamps (3) and supports (2) are mounted together with washers and locking nuts MI 0. c) The nuts (5) are loosened to adjust the track vertical and horizontal. BACK VIEW MAN_HAG_S8T_TlNJUD_l80SJ7/l_EN PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. Before lifting the rail be sure that, the trolley is fixed in its place, using both end stops.This to avoid injury i---1 when trolley moves if the rail is uneven lifted. Pitch in the SBTTrack & the position of the SBT stop. It is our recommendation to pitch the track forward toward the exit door (5 cm -2" over every 3m-1 Oft) to minimize any affect where the hose may carry down the track once released. It is our recommendation to position the stop in the same location as a pneumatic system. (remember; the track will be approx. one foot shorter than a pneumatic system). The stop shall be used as your release point adjustment. SIDE VIEW - Page 265 of 642 J8. INSTALLATION HOSE CONNECTION MOUNTING PROCEDURE I. 2. SBT-Profile Hose connection 3. Mounting clamp 4. Carriage bolts MI Ox30 with washers and locking nuts a) The mounting clamp (3) with two MI Ox30 bolts (4) for the hose connection are inserted in the profile (I) together with the mounting clamps for the support legs, see "support legs mounting procedure" in this product user manual. b) The hose connection (2) is tightened in place with washers and locking nuts. Please note the hose connection should be opposite the vehicle position of the rail. PLAN VIEW PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. ELEVATION VIEW "'" Page 266 of 642 is. INSTALLATION TRACK SPLICE ATTACHMENT PROCEDURE I. 2. 3. SBT-track Splicing sleeves Bolts M6*50 and locking nuts a) The track splicing sleeves (2) shall be fixed in position on each side of the SBT-track (I) with a clamp. b) Be sure you have the SBT-track (I) in equal length covered by the splicing sleeve (2). c) Check that you have the splicing sleeves in equal position. d) Drill 6mm holes through the SBT-track using the pre-drilled track splicing sleeve holes. e) Assemble the splicing sleeve with the four bolts M6*50 and the locking nuts (3). ELEVATION VIEW 11AN_MAG_S8T_l\JV_SUD_Jeo5J7/l_EN PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. SIDE VIEW Page 267 of 642 1s. INSTALLATION TAPE/LABEL APPLICATION PROCEDURE I. 2. 3. SBT-track Hazard tape Plymovent sticker a) The SBT-track (I) can be taped hanging in the support legs, but is easiest taped before installation. b) Clean the SBT-track with a cloth and solvent before putting on tape and stickers. c) The SBT-track shall be taped with supplied hazard tape (2) on both sides. The supplied Plymovent stickers (3) are applied on both sides of the SBT-track (I), on the hazard tape (2), 600mm I 24" from exit end. HOSE ALIGNMENT PROCEDURE l.SBT hose: 2. Magnetic Grabber® nozzle: 3. Hose saddle: The exhaust hose assembly shall be aligned at installation as follows: I. The exhaust hose assembly is straightened out on the floor with the Magnetic Grabber® pointing upwards against the door and facing upwards. 2. Reposition if nessecary and align the Magnetic Grabber® (2) and the hose saddle (3) in the show position. 3. After hose alignment mount the hose (I) on the hose connection with the Magnetic Grabber® pointing upwards against the door. MAN_MA<i_5BT_TUV_5UD_l8051711_EN A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. SIDE VIEW '3J38 Page 268 of 642 1s. INSTALLATION BALANCER/SADDLE MOUNTING PROCEDURE I. 2. SST-profile Trolley 3. Balancer with safety chain and Balancer locking cable. 4. Measurement, safety chain to floor minus 250mm 5. Measurement, saddle to Grabber® nozzle 6. Grabber® nozzle 7. Saddle ring 8. Grabber® nozzle height over floor a) The trolley (2) is slided in to the SST-profile (I). b) The balancer (3) is hung in the forward/lower suspension hole with the wire towards the door, and the safety chain facing towards the back of the parking area. Please see balancer instructions for the correct settings of the balancer. c) The Balancer locking cable is connected between the hose saddle and the trolley. d) Measure the distance between the safety chain and the floor and subtract 250mm (4). Exit Floor MAN_MAG_S8T_TW_SUD.180St7/l_EN A PRODUCT MAY CONTAIN SHARP EDGES lll Use care when servicing unit. Failure to do so could result in minor personal injury. e) This measurement is used to determine the measurement (5) from the Grabber® opening to the saddle ring (7). f) The saddle is to be aligned according to: "Hose alignment procedure" please see chapter Trimming Procedure of this Product User Manual. g) The height (8) of the Grabber® nozzle should be 25cm I IO" -30cm I 12" from finished floor. Page 269 of 642 1s. INSTALLATION HOSE/Grabber® INSTALLATION PROCEDURE I. SBT-track height over floor (minimum 3500mm I 11,5 ft) 2. Hose connection 3. Hose loop height 4. Grabber® nozzle height over floor 5. Hose saddle a) The SBT-track height (I) is a major factor in determining the hose loop height (3) b) The hose connection (2) location also affects the loop height c) Hose loop height (3) should not be less than 2,0m I 6,5ft not to be in the way of fire personnel d) The hose saddle (5) should be placed in about half the distance between the Grabber® nozzle and hose connection e) The distance between the floor and the Grabber® nozzle (4) should be 25cm I IO" -30cm I 12" from finished floor MAN,..MAGJBT.TUV.SUD.180Sl711_EN PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. Page 270 of 642 1s. INSTALLATION PC-500 PRESSURE SWITCH INSTALLATION PROCEDURE I . PC-500 pressure switch 2. Drilling machine with I Omm I 0.4" drillbit 3. Measurement from ducting/hose approx. I OOmm 14" a) Drill a hole in the ducting using a drilling machine (2) above the riser bracket. b) Mount the pressure switch (1) by screwing it into the ductwork. c) Turn as long as to the moment that the sensor is tight and both connection points are upwards. d) Connect the electric wires with the supplied connection tags. Or connect the PC-500 pressure switches to the wireless transmitters. Tip: when using more pressure sensors these can be mounted parallel. e) For connection to the control box (various control boxes applicable) please see Prodcut User Manual of the relevant control box. MAN_MAG_$8T_TUV,..SVD_l&OSl7JJ_EN A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. 2 IOmm I 0.4" I Page 271 of 642 is. INSTALLATION END STOP ATTACHMENT/LOCATION PROCEDURE I. 2. 3. SBT-track End stop with rubber shock absorber Mounting damp 4. Carriage bolts MB with washers and locking nuts 5. Endstop a) Endstop with rubber shock absorber (2) is mounted at the exit end of the SST-track (I). b) The end stop with rubber shock absorber (2) is pushed in the SBT-track (I) with the mounting damp (3) on the underside of the track, and then the locking nuts on the carriagebolts (4) are tightened. Make sure the locking nuts are tightly fastened c) The endstop without shock absorber (5) is mounted the same way at entrance/parking end of the SST-track. The end stop is used to determine the release point of the Magnetic Grabber®. For additional information please see chapter 8. SIDEVIEW BACK VIEW PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. ,,,,. Page 272 of 642 ~-MOUNTING INSTRUCTION -TRIMMING PROCEDURE INSTALLATION TAILPIPE CONNECTOR I. Distance exhaust pipe-truck body 2. Exhaust pipe end 3. Tailpipe adapter/connector 4. Tailpipe bracket a) The distance between the middle point of the exhaust pipe and the body of the vehicle (I) must be at least: -75mm I 3" in all directions when using a 75mm I 3" system -I OOmm I 4" in all directions when using a I OOmm I 4" system -I 25mm I 5" in all directions, when using a I 25mm I 5" system This is checked before the tailpipe connector is attached. b) The exhaust pipe end (2) must be cut in a 90° angle and all sharp edges must be grinded off. c) The Tailpipe adapter/connector (3) is positioned on the exhaust pipe.When attached the minimum space between the tailpipe connector and the body of the vehicle should now be at least 15 mm I 0.6" from the top and both sides of the tailpipe adaptor. d} The exhaust pipe clamp (4) must be positioned within 500mm /20" from the exhaust pipe end (2). If not, the optional tailpipe bracket must be installed. (see: option: installing the tailpipe brackets) e) The exhaust pipe must be in a 90°angle to the truck body with a max inclination of 5°. TRUCK BODY (image for explanation only) MAN_MAG_SBT_Tuv_sUO_l80517/l_EN Please ensure that the position of the tailpipe connector is in line with EN 1846-2 which indicates 1<6!o""""!!!!!51 the minimal distance from tailpipe connector to the road surface (differs per type of vehicle). f) The distance between the exhaust pipe and the wheel must be minimum 300mm /12". g) The tailpipe adapter shall be installed flush with the body of the vehicle in accordance to NFPA 1500. And be in line with EN-1846-2 regarding minimal clearance to the road. EXHAUST PIPE MODIFICATION PROCEDURE: OPTION: INSTALLING THE TAILPIPE REDUCER. In case you want to install a I 25mm I 5" connector and the vehicle uses a 4"( I OOmm) tailpipe you will have to install the tailpipe adaptor. the tailpipe adaptor is a part that adapts the 4"( I OOmm) tailpipe into a 5"( I 25mm) tailpipe to which the next part, the tailpipe connector can be installed. The tailpipe adaptor is positioned over the existing tailpipe and fixed using a 4" (I OOmm) tailpipe clamp which is included with the part. Product number: Please see your FIRE Price list for the correct product number. OPTION: INSTALLING THE TAILPIPE BRACKET In order to ensure the tailpipe adaptor and/or tailpipe connec- tor is mounted firmly to the vehicle chassis it's recommended to use the tailpipe bracket . It has to be judged per vehicle and installation if this bracket is not needed. TRUCK BODY (image for explanation only) , .... Page 273 of 642 19. MOUNTING INSTRUCTION -TRIMMING PROCEDURE THE HOSE I. 2. 3. SBT-hose assembly: Magnetic Grabber® nozzle: 20" -40"/ 0,5-1 m of wire out of balancer: 4. Hose connection: 5. 6. Hose loop height: Balancer locking cable. a) The SBT-hose assembly (I) is mounted/trimmed up with the Magnetic Grabber® nozzle (2) at the gate about 25cm I IO" -30cm I 12" off the finished floor. b} -At correct length of the exhaust hose, 0,5-1 m /20"-40" of wire should be out of the balancer (3) when the Magnetic Grabber® is at disconnect point. -Ideally 15cm I 6"of the balancer cable should be exposed when the Magnetic Grabber® nozzle is connected to the vehicle. -The balancer locking cable (6) should be under tension. c) The exhaust hose is cut to length with a knife and a wire cutter if the length needs to be shortened. d) The hose loop height (5) should not be less than 2000mm /6,5 ft, not to be in the way of fire personnel. Magnetic c.:irabber"" at disconnect position 20cm I 8" -30cm I 12" from the door opening MAN.)1AG_SBT.TUVJUD.IOOSI7/l_EN INSTALLING THE BALANCER LOCKING CABLE a. b. c. d. e. Extract the Magnetic Grabber® nozzle up to IO" +!-2" I 25cm +/-5cm from the door and 20"/0.5m from the ground (tailpipe height}. Measure the shortest distance between the two snap-hooks of the balancer. Adjust the balancer locking cable to the measured distance. Install the balancer locking cable between the two snap-hooks. The Balancer locking cable (6) should be under tension when the Magnetic Grabber® nozzle (2) reaches its disconnect point, hereby pulling the Magnetic Grabber® nozzle from the tailpipe connector. Magnetic Grabber® connected to vehicle 25cm I IO" -30cm I 12" from finished floor Page 274 of 642 19. MOUNTING INSTRUCTION -TRIMMING PROCEDURE 9. MOUNTING INSTRUCTION -TRIMMING PROCE- DURE BALANCER SETTING PROCEDURE I. Balancer 2. Balancer locking cable {BLC) 3. Balancer safety chain The balancer is factory delivered at a pre-tension. In order to make sure the balancer is functioning optimally please follow the following procedure: a.After every component of the system is installed, the balancer pre-tension must be adjusted to its final setting. Increase or decrease the spring tension until the rubber stop loosely hits the balancer housing. b.Add two more "quarter-dicks" to ensure full retraction of the balancer cable and hosedrop. It's possible the balancer tension needs to be fine-tuned after the total system is installed and a test run is done. Ideally, I Scm I 6" of the Balancer cable should be exposed when the MG nozzle is connected the vehicle. Problem: The Magnetic Grabber® nozzle hits the ground after discon- nection. Solution: Increase the balancer tension with I "quarter-click". Problem: The "swing-back" of the hosedrop after disconnection is too extreme. Solution: Decrease the balancer tension with one "quarter-click". INSTALLING THE BALANCER LOCKING CABLE The BLC's primary function is to control the point of discon- nection.As the hose reaches it's maximum length the BLC will bottom out, in turn pulling the MG nozzle from the moving vehicle. a. Extract the Magnetic Grabber® nozzle up to IO" +/. 2" I 25cm +/-Scm from the door and 20"/0.Sm from the ground {tailpipe height). MAN_MAG_SBT_TUv_suo_180517/l .... EN b. Measure the shortest distance between the two snap-hooks of the balancer. c.Adjust the balancer locking cable to the measured distance. d. Install the balancer locking cable between the two snap-hooks. Please see page 9 for detailed measurements and advices. SAFETY CHAIN It is imperative that the safety chain is mounted securely to the trolley/crab (C). - Page 275 of 642 MOUNTING INSTRUCTION -TRIMMING PROCEDURE SAFETY DISCONNECT HANDLE Function: This safety coupling opens in case of missue of the system or failure of the disconnection and can allways be re-used. Delivery: The safety disconnect coupling is delivered complete assembled with a preset springload. The standard setting on delivery gives you a release force at 4SON and a re-connection force of I SON After the Safety Disconnect has released please check if all spring blocks in the product are free of damage and functioning correctly.Any damaged parts should be replaced and the correct functioning should be verified. If not functioning correctly the Safety disconnect can potentially cause damage to person or property. Image: safety disconnect handle magnetic. MOUNTING INSTRUCTION -TRIMMING PROCEDURE TAILPIPE MODIFICATION OPTIONS Introduction In some cases it might me necessary to divert the exhaust flow from the tailpipe to the side of the vehicle. The Magnetic Grabber® connector can then be installed to this modification. In order to ensure this is done right please consult the manufacturer of the vehicle. In order to modify a tailpipe it might be necessary to combine a number of options. The example to the right you can see the tailpipe in combination with a tailpipe reducer pack, a 45• bend, and a tailpipe support bracket.This to support a correct and steady installation of the Magnetic Grabber® connector MANJ1AGJ8T.TUVJUD_t0051711.»< Image: possible tailpipe configuration ""' Page 276 of 642 19. MOUNTING INSTRUCTION -TRIMMING PROCEDURE TAILPIPE MODIFICATION OPTIONS Tailpipe adaptor The tailpipe adaptor is used when an exhaust tailpipe needs to be converted from I OOmm I 4"to I 25mm I 5". Article number 90365-1011 Description MG-TA 100-125 Tailpipe support bracket The tailpipe support bracket can be used for various dimension exhaust tailpipes and is there to fix the tailpipe securely to the body I chassis of the vehicle. Article number 90375-1011 90370-1011 Description MG-TSB 75-100 MG-TSB 100-125 Oval modification kit Various taipipes have an oval shape or limited space to connect the Magnetic Grabber®tailpipe connector. For these vehicles we have the Oval modification kit. Article number 90385-1011 Description MG-OMK Tailpipe reducer packs The tailpipe reducer pack enables vehicles with different tailpipe sizes to connect to the Plymovent Magnetic Grabber® tailpipe connector.This product can be used in combination with the Magnetic Grabber® tailpipe bends as well as direct onto the Magnetic Grabber® Tailpipe connector. The tailpipe reducer pack allows a wide range of exhaust pipes to connect to the Plymovent system. Article number 90383-75-50 90383-75-60 90383-100-80 90383-1 00-90 Tailpipe bend Description Tailpipe reducer pack 75mm -50mm Tailpipe reducer pack 75mm -60mm Tailpipe reducer pack I OOmm -80mm Tailpipe reducer pack I OOmm -90mm The Magnetic Grabber® tailpipe bend allows for a modification of the existing tailpipe. ft connects to the original tailpipe using the tailpipe clamp and should direct the exhaust flow to the to the side of the vehicle were the Magnetic Grabber® connec- tor is positioned to it. If needed the tailpipe bend can also be fastened using the Magnetic Grabber® tailpipe bracket. Article number 90384-76-45 90384-102-45 90384-76-90 90384-102-90 Description Tailpipe bend 45", 76mm / 45"/ 3" Tailpipe bend 45", I 02mm / 45" 14" Tailpipe bend 90", 76mm I 90" I 3" Tailpipe bend 90', I 02mm I 90" I 4" MAN.)1AG_S8T_TUV_SUO_IS0517/UoN Image: Tailpipe adaptor ' Image: Tailpipe support bracket Image: Oval modification kit Image: Tailpipe reducer pack \5 ------- lmage: Tailpipe bend 45" -90" ""' Page 277 of 642 110. USER-AND MAINTENANCE INSTRUCTIONS OPERATING THE MAGNETIC GRABBER® Connecting the Magnetic Grabber® When a vehicle returns to its bay the Magnetic Grabber® nozzle can easily be attached to the tailpipe adaptor/connector. The Magnetic Grabber® nozzle must be placed straight onto the tailpipe adapter/connector; but to connect it is easiest to first attache the top of the Magnetic Grabber® and then press down on the safety disconnect in order to attache the lower part of the Magnetic Grabber®. The conical design of the connection surface ensures safe and easy positioning. Disconnecting the Magnetic Grabber® a) Automatic disconnect The Magnetic Grabber® nozzle will disconnect automatically when the vehicle exits the bay. b) Manual disconnect To manually disconnect the Magnetic Grabber® nozzle; hold the safety disconnect with two hands and push it downwards. TOOLS NEEDED FOR INSTALLING THE MAGNETIC GRABBER® Magnetic Grabber® nozzle -Slotted screwdriver -size: 7 x 1.3 (mm) -0.3 x 0.05 (inch) or (Socket) Wrench -size: 8 (mm) -5116 (inch) Tailpipe adapter/connector -(Socket) Wrench -size: 13 (mm) -1/2 (inch) Tailpipe bracket -(Socket) Wrench -size: I 0 (mm) -3/8 (inch) -(Socket) Wrench -size: 16 (mm) -5/8 (inch) -(Socket) Wrench -size: 17 (mm) MAN_MAG_Sl>T_TUV_5UD_lll051711_EN CLEANING INSTRUCTIONS To ensure your system operates in the optimal manner the product needs to be cleaned regularly. a) Make sure you keep the connection surface of the tailpipe adaptor clean of soot and other contaminations. b) Using a damp clothes (rubbing alcohol, degreaser, etc) wipe the connection surface of the Magnetic Grabber®. Best results if using something that evaporates. d) Using a damp clothes wipe the entire vertical face/sealed flange of the Tailpipe adapter. Diesel soot build-up will occur when idling or driving at slow speeds. Keeping these two components clean will ensure a good magnetic connection at all times. ,.,. Page 278 of 642 llO. USER-AND MAINTENANCE INSTRUCTIONS Inspection and maintenance: Inspection/maintenance shall be done according to fol- lowing scedule: 0-500 500-1500 1500-3000 3000 + turn-outs/year turn-outs/year turn-outs/year turn-outs/year every 16th week every 12th week every 8th week every 4th week I. Check if the magnets on the Magnetic Grabber® are all in place and dean. 2. Check if the Tailpipe Adaptor is clean and no obstructions are there which can prevent the magnets from positioning themselves on the product. 3. Remove the hose assembly from the balancer and check the hose for any defects. 4) Check if the saddle, and Magnetic Grabber® are still fixed tightly to the hose. 5) The safety disconnect coupling should be disassembled and cleaned. 6) The hose assembly should be aligned prior to mounting see "Alignement/mounting of hose assemby" in the mounting instructions. 4. Check the attachment and the the cable on the balancer. 5. Spring tension must be adjusted when required. see instruction. 6. Check the trolley if it runs smoothly through the profile and correct stop at the end-stops. MAN_11AG_saT TUV_suo_JBOSJ711_EN a. Service and maintenance only to be done by qualified and trained persons ( in EU according toTRGS 554. Use sufficient climbing gear and safety guards when working on a higher level than 2.0 meter. c. Only carry out service and maintenance when the system is fully disconnected from mains. d. Be sure no vehicle can enter the station/bay when carrying out service/maintenance. Page 279 of 642 111. CLEANING AND FAQ HOSE PACKAGE Clean with water and a soap-solution. OTHER COMPONENTS Use compressed air to blow equipment clean. SBT-RAIL AND SUSPENSIONS Clean with water and a soap-solution You observe that .... The Grabber® does not connect tightly to the tailpipe connector. The Magnetic Grabber® is dragging over the floor. The Grabber® is transported out of the Station too far. The swing-back of the hose drop after disconnection is too extreme. The Grabber® disconnects prematu- rely. The hose drop swings back into the station too far after disconnection (only SBT) j 2. DISPOSAL Why? The magnets in the Grabber® cannot make a clear connection. I.The balancer cable doesn't retract. 2. The hose drop is too long. I .The BLC is too long 2. The end stop is located too close to the door. I. The balancer pre-tension is too strong. 2. The BLC is too long. 3.The distance between the vehicle and the standard hose position is not correct. 4.The end stop is located too far from the door. I.The BLC is too short 2. The end stop is located too far from or too close to the door. 3. The distance between the vehicle and the standard hose position is not correct. 4.Too much friction between the trol- ley and the rail. I.The balancer pre-tension is too strong. 2.The BLC is too long. 3.The end stop is located too far from the door. What to do 1 Clean the Tailpipe connector from any soot or dirt. I. Increase the balancer pre-tension (see page 22) 2. Disconnect the saddle and reposi- tion the hose. I. Shorten the BLC 2. Reposition the end stop. I. Decrease the balancer pre-tension. 2. Shorten the BLC. 3. Make sure the vehicle and rail are rightly positioned. (page 12) 4. Reposition the end stop and BLC. I. lengthen the BLC. 2. Reposition the end stop. 3. Make sure the vehicle and rail are rightly positioned. (page 12) 4. Clean the inside of the rubber lips and/or install a aluminum trolley. (only STR) I. Decrease the balancer pre-tension. 2. Shorten the BLC. 3. Reposition the end stop. 4. Place the track under an angle (see page 18) The level of Service and Maintenance on the Plymovent systems is relatively low. The Service and Maintenance department of Plymovent consists of well trained personnel who can offer you a Service and Maintenance contract which ensures your system will function for many years to come. When dismantling the system please ensure to follow the similar safety precautions as mentioned in this manual for installation. Disposal -Cardboard packaging -Aluminium profile -Hose -Grabber® Nozzle MAN_t1AG-5BT.TUV..SUD_l8051711_EN Recycle Recycle Rest waste Rest waste Dismantling must be done contrary to the installation instructions. Dismount loose parts before the rail is dismounted. "'"' Page 280 of 642 114. SPARE PARTS MAN_MAG_sar_iUV_sUO_l90517/1_~ :Wl& Page 281 of 642 114. SPARE PARTS 18 D D MAN_MAGJBT_TUV_suo_l80517/IJN ""' Page 282 of 642 114. SPARE PARTS BSAB No: T3 .1 PLYMrJVENTe SPARE PARTS LIST Ser. No: SBT I RR Date: Dec -10 SBTP C Copyright: All right reserved. All information within this printed matter may not be reproduced, handed over, copied, xeroxed or translated into another language, in any form or any means wilhout written permission from PlymoVent AB. PlymoVent AS re se rves the right to make design changes. P d kt N ro u o: D ecnpt1on A All models All models of SBTP B SBTP-6-100-160 c SBTP-6-100-120 D SBTP-6-100-100 E SBTP-6-125-160 F SBTP-9-100-160 G SBTP-9-100-120 H SBTP-9-125-160 I Models with vertical support leas J Models with horizontal support legs Abreviations X = Order as requiered, state requiered length. Pos Art. No: A B c D E F G H I J Description Note 1 987990-Z 1 1 1 Exhaust hose 0100 L=6M 988451-Z 1 Exhaust hose 0125 L=6M 988006-Z 1 1 Exhaust hose 0100L=1 OM 988469-Z 1 Exhaust hose 0125 L=10M 2 987 842 1 1 1 1 1 Exhaust hose 01 OOL=0,6M 988 576 1 Exhaust hose 0125 L=0 ,6M 3 4-1417 1 1 Grabber bend 100/160 4-1416 1 1 Grabber bend 100/120 4-1415 1 Grabber bend 100/100 4-1418 1 Grabber bend 125/160 4 991 299 1 1 1 1 Grabber Bladder 160 991 125 1 1 Grabber Bladder 120 991109 1 Grabber Bladder 100 5 512616 1 1 1 1 1 Hose Saddle 0 100 512 624 1 1 Hose Saddle 0 125 6 985 887 x Comoressed air hose White 0 6mm 7 985 895 x Compressed air hose Yellow 0 6mm 8 985 960 x Compressed air hose 0 8mm 9 961 458 1 1 1 1 1 Hose Clamp 0100 961 490 1 1 Hose Clamp 0125 10 961 474 1 1 1 1 Clamp Grabber 160 961 458 1 1 1 Clamp Grabber 120/100 11 905 550 1 SDCH 100mm/ 4" Includes the MFD valve. 905 555 1 SDCH 125mm/ 5" Includes the MFD valve. 15 993 329 1 MDF-Valve 16 516 740 1 MDF-Valve compl.with fittinas 17 516 856 1 MDF-Valve bracket 18 993 881 1 MDF-Safetv disc.fittinas 19 993329-Z 1 MDF-Knob 20 516 476 1 Trolley compl. 21 994137 1 Release valve with fittinas 22 516 980 1 Release valve with fittings and bracket 23 993 998 1 Requlator compl. with fittinqs and manometer 24 994 012 1 Manometer 25 969 691 1 Endstop with rubber shock absorber MAN.MAG..SBT.TlNJUD.180517/IJN Page 283 of 642 0 w Product Service CERTIFICATE No. Z116 0187462001 Holder of Certificate: Production Facility(ies): Certification Mark: Product: Model(s): Parameters: Plymovent Exhaust Extraction GmbH Reclcarstr. 36 53842 Troisdorf GERMANY 87462 Exhaust suction system exhaust suction system with pneumatic Grabber® SBTP/STRP exhaust suction system with magnetic Grabber® SBTM/STRM supply pressure: max. permissible pressure on Grabber. disconnec:ting force of the safely aiupling : max. permissible exhaust temperature· hose diameter: hose length: pneumalic Grabber® nozzle Diameter: magnetic Grabber® nozzle Diameter: SBTP/STRP 6-a bar 1 bar ca . 450N 1so·c ca .100mm or125nvn 6m 120nvn or 160mm SOTM/STRM ca. 450N 150"C ca. 100mrn or 125mm 6mor 10m 75mm, 100mm or125mm Tested according to: 01N31000:2011 DIN EN ISO 12100:2011 The product was tested on a voluntary basis and complies with the essential requirements . The certification mark shown above can be affixed on the product. It is not permitted to alter the c:ertificalion mark in any way. In addition the certification holder must not transfer the certificate to third parties. See also notes overleaf. Test report no.: 713037924 Valid until: 2021·01-11 Date, 2016-01-18 Page 1of1 ( Edgar Hamisch ) TOV SOD Product Service GmbH • Zertifizierstellc · Rid lerstraBe 65 • 80339 Miinchen · Germany Page 284 of 642 PLYMrJVENT® clean air at work STR-Magnetic I • • • Straight Rail System -Magnetic Grabber® TUV-SUD PRODUCT USER MANUAL contents I . Important safety instruction ........................................ 2 2. Introduction ..................................................................... 2 3. Product description ....................................................... 2 4. Safety .............................. "···-·· ........................................... 3 5. CE Declaration ................................................................. 4 6.Area of use ........................................................................ 5 7. Delivery.-...................................... m .............................. 6-8 8. Installation .........................................................•......... 9-20 9. Installation trimming procedure .......................... 21-24 I 0. User-and maintenance instruction ................... 25-26 11. Cleaning and FAQ .....•.... -.... -.m····················· .. ···········27 12. Dlsposal ........................................................................... 27 13. Spare parts .............................................................. 28-30 14. TOV-SOD certificate .................................................... 3 I CE: Thank you for buying a Plymovent product. Before you unpack and put it into operation please read this product manual carefully, and follow the instructions. Hoadoffice Postbus 9350 1800 G)Alkmaar Korulstnat 9 Th• Netherlands This manual should be handed over and kept by the service department after the installation. Plymovent Exhaust Exumction GmbH RedantnBe 36 53842Trolsdorf Germany Plymovent Inc. 40908 SlacW.few Cru. Unit I Mlubaup.ON LSLSYS Canada Plymovent Corp 5Corpor>t60rtve Cran~Nj 08512 UnftedSQW Plymovent Ltd. P.O.Box7~7 OXl6 6NZ Banbury United Klncdom Page 285 of 642 J 1. IMPORTANT SAFETY INSTRUCTIONS J =@•;:___---=-=IN:.-=.T..::...cR=-=-O=D-==U--=C=--=T--=-10=-=--=N'----------__J Please read these instructions before installing the Sliding Track Rail (hereafter called STR) Magnetic system. This will help you obtain the full benefit from the exhaust removal sys- tem you have selected. A. Read the Product user manual and Safety Instructions carefully. Failure to follow these instructions could cause a malfunction in the system or unsatisfactory performance. B. Follow a regular service and maintenance schedule for efficient operation. JP REFACE Using this manual This manual is intended to be used as a work of reference for professional, well trained and authorized persons I user's to be able to safely install, use, maintain and repair the product mentioned on the cover of this document. Pictograms and symbols The following pictograms and symbols are used in this manual: I ATTEN __ :noN_ --~ • A remark with additional information for the user. lh-!!!111 A remark brings possible problems to the user's Procedures, if not carried out with the necessary 1 .. __ 1 caution, could damage the product, the workshop or the environment. WARNING! A Procedures which, if not carried out with the £ll necessary caution, may damage the product or cause serious personal injury. Service and technical support For information about specific adjustments, maintenance or repair jobs which are not dealt with in this manual, please contact the supplier of the product. He I she will always be willing to help you. Make sure you have the following specifications at hand: -The STR Magnetic Product User Manual MAN_HAG_STR....TUV_SUD_IB0517/l_EN I. I Identification of the product The STR-Magnetic system is made up out of various different parts which together form the STR Exhaust Removal System. All these individual parts can be traced back to this Product User manual. ~. PRODUCT DESCRIPTION The STR system consists of a number of parts of which the Plymovent yellow and black extraction hose assembly is most visible to the user. The extraction hose has a Safety Disconnect Coupling built in, this to protect the system against misuse.The hose is p ositioned in the Saddle which connects to the balancer. The balancer is connected to the aluminium track via a special trolley.This enables the trolley to move inside the aluminium profile which is positioned above and to the tailpipe side of the vehicle. The aluminium rail has a circular design with an open section of 200 cm2/3 I in2• The underside of the profile is sealed by rubber lips. The system allows for flexibility in stations with multiple vehicles in line with side or rear high exhaust pipes. Method of use: An automatic, magnetic exhaust gas extraction system, specifi- cally designed for exhaust extraction of fire and rescue vehi- cles with low level, side exhaust pipes.The system is used to remove the poisonous petrol and diesel gas fumes direct at the emission source, the exhaust pipe. When the vehicle is on its way out of the station, the extraction hose, connected to the exhaust by a special device called a Grabber® to the tailpipe connector moves along with the vehicle. Poisonous diesel gasses pass from the Grabber®, up the extraction hose and into the ducting and extraction fan before escaping to the atmosphere. As the vehicles drive out through the doors, the trolley moves to the end of the track.There the balancer locking cable restricts the balancer to unwind pulling the Grabber® from the tailpipe connector allowing it to disconnect. On the return of the vehicle to the station, The Grabber® is easily re-connected to the exhaust pipe. At the same time the fan automatically starts up and the vehicle continues to its standard park position WARNING! The use of exhaust removal hose is allowed for: -Moving of diesel-vehicles in-or out halls I stations. -Short time maintenance work of diesel-vehicles, but only if the engine is running on the minimum rpm. -The vehicle must leave and enter the station with a modified speed in order to avoid damage to the system and possible injury to people. VlO Page 286 of 642 /4. SAFE.TY General The manufacturer does not accept any liability for damage to the product or personal injury caused by ignoring of the safety instructions in this manual, or by negligence during installation, use, maintenance, and repair of the product mentioned on the cover of this document and any corresponding accessories. Specific working conditions or used accessories may require additional safety instructions. Immediately contact your supplier if you detect a potential danger when using the product.The user of the product is always fully responsible for observing the local safety instructions and regulations. Please observe all applicable safety instructions and regulations. User manual • Everyone working on or with the product, must be familiar with the contents of this manual and must strictly observe the instructions herein. The management should instruct the personnel in accordance with the manual and observe all instructions and d irections given. • Never change the order of the steps to perform. • Always keep the manual with or near the product. Pictograms and instructions on the product (if present) • The pictograms, warning and instructions attached to the product are part of the safety features. They must not be covered or removed and must be present and legible during the entire life of the product. • Immediately replace or repair damaged or illegible pictograms, warnings and instructions. Users • The use of this product is exclusively reserved to authorized, trained and qualified users. Temporary personnel and personnel in training can only use the product under supervision. • Use common sense. Stay alert and keep your attention to your work. Do not use the product when you are under the influence of drugs, alcohol or medicine. • The product is not designed to be installed or operated by persons with limited physical, sensory or mental issues and I or lim ited knowledge of the system, the trained person is responsible to supervise the operation and give possible directions. • Be aware that no person is within a range of I (one) meter besides the vehicle when it leaves the station, and no persons are allowed in the station entrance, to avoid injury. • The system is not to be played with. Intended use (I) The product has been designed as an exhaust removal system using the Grabber® coupling system. Using the product for other purposes is considered contrary to its intended use. The manufacturer accepts no liability for any damages or injury resulting from such use . The product has been built in accordance with state-of-the-art standar ds and recognized safety regulations. Only use this product when in technical perfect condition in accordance with its intended use and the instructions explained in the user manual. MAN.)"IAG_STR.._TUV_SUD_IBOSl7n_EN WARNING Do not attempt installation of this system unless you are familiar with the necessary tools, equipment, utility connections and potential hazards. Installation should be performed only by a qualified service provider. Failure to do so could result in reduced performance of the un it, serious personal inj ury or death . Use care when servicing and installing the system. Failure to do so could result in minor personal injury. Technical specifications The specifications given in this manual must not be altered. If the hose is damaged please contact you supplier fo r service. When the Magnetic Grabber® or the tailpipe connector are damaged please contact you supplier for service. Modifications Modifications of (parts of) the system I product is not allowed. Product combinations When the product is used in combination with other products or machines the safety instructions in this manual will remain valid as well as the safety instructions in the manuals of the other combined products. (I) The "intended use" in accordance with EN 12100-1 is the use of he technical product in accordance with the manufacturers description including its statements in the sales brochure. In case of doubt, this is of use, which can naturally be derived from the design, construction and operation of the product. Intended use also includes compliance with the instructions in the manual. FIRE HAZARD! Never use the product for: Extraction i.e. filtering of sigaretes sigars, oil rags or any other burning particles, objects or acids. CAUTION! Please apply and use the pre-described and normal personal protection devivices during installation and during service of the system in order to avoid injuries.This also applies to the persons who enter the work area durin g installation or service acti vities. lfJO Page 287 of 642 Installation • The installation of the products should only be performed by trained and authorised persons. For other persons and to be trained persons the products should only be handled under supervision of a responsible and authorised person when installing. • Please use appropriate lifing materials and equipment when working in an area over 2m I 6.5 feet. • Please ensure that, on the side of the vehicle were the system is installed, no persons are present in an area of I (one) meter under and I or around the STR system and /or between the vehicle and the entry I exit door when the vehicle exits the building.This way possible injuries can be avoided by a possible backwards motion of the Grabber® in the direction of the station and park position. • Never install the product in front of entries, exits or passage ways which are to be used by emergecy services. • Check before install ation if the structure of the wall / roof is stabile enough to hold the components which are to be attached to it. • Use common sense. Stay alert and keep your attention to your work. Do not use the product when you are under the influence of drugs, alcohol or medicine. • Air, which might contain health hazardous components, such as chrome, N ickel, Beryllium, Cadmium, Lead etc. should never be recycled.This type of air must always be removed from the working area. Use • Inspect the product and check for damages. Verify the functioning of the safety features. • Check the working area. Please keep unauthorised persons away from the working area. • Protect the product against water and humidity. • Make sure the room is always sufficiently ventilated; this applies especially to confined spaces. • Make sure that the workshop, in the vicinity of the product, contains sufficient approved fire extinguishers if any electronics, such as control boxes, are used. • The user of the product always has full responsibility for the correct execution of the safety guidelines and instructions.These are all the safety guidelines and instructions which apply to the use of the system. ATTENTION! II After shutting down the ventillation system wait minimal I 0 seconds before handeling the system and I•""'"~ products when performing service, maintenance and I or repairs. MAN_MAG_STR_TUV_SUO_I BOSl11l_EN Service, maintenance and repairs • Observe the maintenance intervals given in this manual. Overdue maintenance can lead to high costs for repair and revisions and can render the guarantee null and void . • Always use tools, materials, lubricants and service techni- ques which have been approved by the manufacturer. Never use worn tools and do not leave any tools in o r on the product. • Safety features which have been removed for service, maintenance or repairs, must be put back immediately after finishing these jobs and it must be checked that they still function properly. • Please ensure that no veh icle enters or exits the station during the service, maintenance and repair activities. Tools These tools are needed to install the Plymoven t System: -Power drill -Battery operated power drill -Alllen key set -Phillips srewdriver set -Measuring tape Please note t hat additional tools and machines may be needed depending on the installation situation (installation height, space available etc). ~. CE DECLARATION CE declaration of conformity for machinery "We, Plymovent Exhaust Extraction GmbH, RedcarstraBe 36, 53842 Troisdorf, Germany, herewith declare, on our own responsibility, that the product(s): -Straight Track Rail system STRM is/are in conformity with the following harmonized standard(s) and/or other such normative documents and amendments, if any: DIN 31000:2011 DIN EN ISOl2100:201 I AfPS GS 2014:0 I PAK Troisdorf, 30-03-2017 C. P. Janssen Product Manager Exhaust Extraction ATTENTION! I Service, Maintenance and Repairactivities shall o nly be performed (in line with TRGS 554) by authorized, 1 .,....,~ trained and qualified personnel taking into account the applicable working practices and safety regula- tions. Page 288 of 642 16. AREA OF USE The STR-Magnetic system is used in fire and rescue stations where there are multiple vehicles parked behind the exit door waiting an emergency call. SBT is designed to handle exhaust gas temperatures of + 1 so·c I 302F (short time +I 70°C I 338F). USA hose is 400°F continuous and 500°F intermittent. Do not bend over in the direction of the tailpipe when positioning the Grabber® to the vehicle. Exhaust gasses can enter the breathing zone of the user. Support leg MAN_MAG_STR._TUV_SUD_l 60SJ712_EN Side view Duct/Hose Connector ATTENTION .I.\ The STR-Magnetic System is designed to operate £U under standard vehicle performance conditions. Re-generation is not considered to be a standard veh icle performance condition. Do not put hands or other body parts in the Grabber®. Page 289 of 642 11. DELIVERY The STR, in all different versions, is built out of standard components which will be described in this section. Support leg The aluminium support leg is used for both vertical and horizontal mounting.The standard length is 19'(5790 mm) and it has to be cut to proper lengths. The dimension is 2" x 2" x 0, I" (50x50x2,5 mm). Side brace There are three different lengths available, 20" (500 mm),30" 750 mm and 6 '(1800 mm).The brace can be mounted separately or in pairs using the same brackets. Side brace clamp kit The kit includes two aluminium brackets for one or two side braces. Adjustable mounting kit (vertical) The two brackets are s imilar. They can also be used if the roof is angled and they can be mounted in both directions. Maximum angle is 30 degrees. In order to fasten the bracket to the support leg three through holes have to be drilled. Start by drilling hole "I " and "2". Then adjust the bracket to an exact position and fix it by drilling a third hole "3", using the most centrered hole from the top row. Adjustable mounting kit (horizontal) The bracket that shall be used against the wall is the same as for the vertical kit (see above) but on the track side there is a new bracket which is adjusable in relation to the support leg. When the bracket is fixed in the r ight position two th- rough holes in the support legs two holes are drilled through the support leg using the bracket as a template. STRTrack The STR track is delivered in 2 lengths: STR-Track 19' / 5790mm STR-Track 1/2 9,5'/ 2895mm MAN_MAG_STR_ TlN_SUD_I BOS 11a_eN Prod. SBT-SL Art. Nr.8120-1011 Prod. No SBT-SB-S, 500mm Art. Nr. 8140-10 I I Prod. No SBT-SB-M, 750mm Art. Nr. 8141-101 I Prod. No SBT-SB-L, I 800mm Art. Nr. 8142-10 11 Prod. No. SBT-SBCK Art.Nr. 8130-1011 Prod. No. SBT-MKV Art. Nr. 8150-1011 Prod. No. SBT-MKH Art. Nr. 8160-1011 Prod. STR Profil 5790 Art. Nr. 20200-10 I I Prod. STR Profil 2895 Ar t. Nr. 20205-10 I I Page 290 of 642 17. Closed end stop Duct connection end stop I 60mm/6" Duct connection for back of track. max lenght of track 6m Round rail industrial en stop Low friction rubber seal Rail splice Duct connection fZJ 200mm/8" For track lenght over 6m MAN_MAG_STR_TIN_SUD_l80517n_EN DELIVERY Prod. RRBC Art. Nr. 8925-10 I I Prod. RRCE-160 Art. Nr. 8940-1011 Prod . RRIBC Art. Nr. 8922-1011 Prod. RRRS-X Art. Nr. 20250-10 I I Prod. RRS Art. Nr. 40030 Prod. RRDC-20 0 Art. Nr. 8950-200 mo Page 291 of 642 11. DELIVERY Balancer Internal Trolley Prod. -ICCA-100 -ICCA-125 -ICCA-150 Hose kit IOOmm / 4" 125mm / 5" 150mm / 6" There are 3 hose kits available: -Hose temp.resistance +I 50°C. -Hose diameter is I 00 mm I 4" -Length 6m I 19.6 feet Art. Nr. 30448-1011 30453-1011 30458-1011 -Magnetic Grabber® 75mm I 3" -I OOmm 14"-I 25mm/ 5" The different hose packages which contain the following parts: -Transition parts -Exhaust removal hose (+I 50°C I 302 F) -USA hose is 400°F continuous and S00°F intermittent. -Hose saddle -Safety disconnect handle -Magnetic Grabber® nozzle -Magnetic Grabber® connector MAN_MAG_S'TJ\_TUV _SUD_I BOS 17/l_EN Prod. BR-300 Art. Nr. 90100-1011 Optional BR-200 Art.Nr.90120-1011 Prod.No. STRM-HPAM-100-6-75 STRM-HPAM-100-6-100 STRM-HPAM-100-6-125 Art.No. 88805-1011 88806-1011 88807-1011 •JO Page 292 of 642 1s. INSTALLATION Mounting instructions; I. Determine the installation height of the rail (measured from the bottom of the rail). 4. After installation, fine tune the BLC and I or the rubber end stop if the disconnection point is not IO" from the door. 2. Determine the recommended distance from the rubber end stop to the door in the "installation table". If a disconnection point closer to the door is preferred, t he position of the end stop can be changed. 3. Determine the recommended balancer locking cable (BLC) length in the "installation table". Installation table: Rail height Distance End stop I door Feet m Feet m min 5,0 1,5 10 3 Recomended 5,5 1,7 max 6,0 1,8 Rail height Distance End stop I door Feet m Feet m min 6,0 1,8 13 4 Recomended 6,5 2,0 max 7,0 2 ,1 Rail height Distance End stop I door Feet m Feet m min 7,0 2,1 16 5 Recomended 7,5 2,3 max 8,0 2,4 l~I Inch cm 23,8 60,5 26,9 68,4 30.4 77,2 Length Blc Inch cm 23,9 60,8 26,7 67,9 29,7 75.4 Length Blc Inch cm 24.4 61,9 26,9 68,4 29,6 75,2 Distance E~top/door ..... ..s:::. 00 'iii CIOD I ..s:::. I MAN_MAG_STR.._TUV_SUD_IBOSl 7ll_EN '"' Page 293 of 642 la. INSTALLATION BACK-IN MEASUREMENT PROCEDURE Please determine the position of: I . Exhaust pipe 2. Gate I Exit door. 3. Distance Gate I Exit door vs the exhaust pipe. I) Determine the location of the exhaust pipe (I) on the vehicle; which side of the vehicle it is positioned on. i.e. were does the exhaust exit the vehicle and that diameter does the exhaust pipe have? Check if exhaust pipe modification is necessary, see: "Exhaust pipe modification procedure in this Product User manual". 2) Measure the height and width of the gate (2). Check what type of gate: -Slidegate -Overhead gate -Other type Check at what height the track can be installed. The height should be in line with the specifications indicated in this manual in order to ensure correct product performance. 3) Measure the distance between the door and the exhaust pipe (3), this is the required minimal length of the STR- track. Check before installation that this is the minimum required length of the STR in Back-in application. The distance from the end of the track to the door(s) must be in line with the installation table on page 9. 2 WA RNING A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when se r vicing unit . Failure to do so could result in minor personal injury. CAUTION A Be sure to order the right Grabber® dimension. If a ~ incorrect version is used on the tailpipe, the system could be damaged (too small Grabber®) or w ill dis- function (exhaust gasses can enter the premises) PLAN VIEW MANJ1AG_STR....TUVJ UO_l80Sl712_EN JWJO Page 294 of 642 Is. INSTALLATION DRIVE-THROUGH MEASUREMENT PROCEDURE Please determine the position of: I. Exhaust pipe. 2.1 Entrance door. 2.2 Exit door. 3. Distance between Entrance door I Exit door. I) Determine the location of the exhaust pipe (I) on the vehicle; which side of the vehicle it is positioned on. i.e . were does the exhaust exit the vehicle and that diameter does the exhaust pipe have? Check if exhaust pipe modification is necessary, see: "Exhaust pipe modification procedure in this Product User manual". 2.1) and 2.2) Determine the door height and width. Measure the height and width of the gate (2). Check what type of gate: -Slidegate -Overhead gate -Other type Check at what height the track can be installed. The height should be in line with the specifications indicated in this manual in order to ensure correct product performance. 3) Measure the distance between the entrance gate and exit gate minus two (2) times the distance between the end of the rail and the exit door. The distance from the end of the track to the door(s) must be in line with the installation table on page 9. WARNING PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. CAUTION A Be sure to order the right Grabber® dimension. If a ln incorrect version is used on the tailpipe , the syst em could be damaged (too small Grabber®) or wi ll dis- function (exhaust gasses can enter the prem ises) PLAN VIEW i.-~~~~~~~~~~~~~~~~---1 3 >--~~~~~~~~~~~~~~~~~~~~~--.i MAN_MAG_ST~ TlN_SUD_I eos 17/l_EN 11130 Page 295 of 642 js. INSTALLATION STR-TRACK LOCATION PROCEDURE I. STR-Track 2. Exhaust 3. Door 4 . Track height 5 . Distance to vehicle 6. Distance to exit door a) The STR-track (I) is mounted at a height (4) between 3,5m I I 1.5 ft and 4,5m I 15 ft over the floor on the side where the vehicles exhaust pipe (2) is situated. b) There shall be at least I ,5m I 5feet (6) from the front of the truck to the door when the truck is in parked poss is ion. c) The track is preferably mounted 500mm I 20inch from the body of the vehicle. Position on the tailpipe side of the vehicle. Preferably the track is on or within the boundaries of the exit door. d) The track is often mounted immediately under a sectional door with a clear height from the track to the door of IOOmm 14" to 150 mm/ 6". e) The recommended distance from the end of the track to the door(s) can be found in the table on page 9. Sideview 2 MAN_MAG_STR_TUV _SUD_I B05 I 712_EN PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. End view CIDD · I llJJO Page 296 of 642 la. INSTALLATION SPLICING THE PROFILE I. STR profile 2. Splicing sleeve a} Put the components of the rail under the intended position on supports or similar with the open side downwards. b) Line and fix the rail profiles so that the extended rail edges are joined to a continuous length. c) Fix the splicing sleeve with a clamp or similar, drill according to the drawing below with a 10,Smm I 0,42" drill and mount the splicing sleeve to one of the rail profiles. d) Assemble the other rail profile, straighten the splicing sleeve, drill and mount together. Every splice is mounted together with 12 pcs of MI Ox25 mm bolts . e) Grind the edges inside the splice where the internal trolley will travel to achieve smooth running. MAN_MAG_STR,_TUV_SUO_l SOS 17/l_EN ~ ..... !!!!Al Use care when servicing unit. Failure to do so could result in minor personal injury. 01 O,Smm I 0,42" 22mm I 0,9" \ 60mm/2,4" I I I ~--+-+-l___j 65mm 2£.J 22mm 0,9" 131)0 Page 297 of 642 la. INSTALLATION MOUNTING OF RUBBER SEAL I. STR profile 2. Rubber seal 3. Tool no. I 1600 4. Tool no. 11601 a) Turn the rail profile with the opening upwards. I I I , I I I b) If the seal must be joined it must be done before mounting.The rubber seal should overlap and be cut together with a sharp knife. The rubber seal ends are to be fixed together with glue: Loctite no. 495 or similar rubber glue. c) The rubber seal is mounted with tool no . I 1600. d} The rubber seal is easily mounted with tool no. I 160 I, the rail profile hanging in its support legs. DUCT CONNECTION I. STR profile: 2. Connection socket, 0200mm I 8"; 3. End socket with duct connection, 0 I 60mm I 6,25": a) The rail is connected to the fan and the duct system by the connection socket (2) or the end connection socket (3). b) The connection socket is mounted by cutting a hole 500 x 60mm / 20 x 2,4" in the rail profile's side. c) The connection socket is mounted with a rivet or self drilled screws and sealed with elastic compound. d} The end socket with duct connection, 0 I 60mm I 6,25", is mounted according to "Mounting instruction; End sockets". WARNING A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. MAN_MAG_ST~ TUV _suo_1BOSJ7n_EN 2 , \ I \ , \ I \ I \ I \ , \ I ' 14130 Page 298 of 642 Is. INSTALLATION MOUNTING OF END SOCKETS AND SHOCK ABSORBER I. STR profile: 2. End socket with hydraulic shock absorber 3. End socket Position the end sockets in the centre. a) Drill with a 8.5 mm drill according to the drawing below and mount end socket with hydraulic shock absorber at the exit side and mount end socket with cover or end socket with duct connection with 4 pcs of M8x20 bolts and nuts. b) The hydraulic shock absorber mounted according to the picture (2). 3 60mm / 2,4" 08,Smm I 0,35" MAN_MAG_STfl_TUVJ UO_l80517f.l:_EN A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. 15mm I 0,6" ,.,, Page 299 of 642 Is. MOUNTING SUSPENSIONS TO THE RAIL I . STR profile: 2. RRTS Top suspension 3. RRSS Side suspension Top Suspension a) Position the STR-Rail correctly on the floor , find out the proper height/length of support leg and cut the Support Leg (STR-SL). b) Predrill Smm I 0,2" and then 10,Smm I 0,42". c) Mount the Top suspension upper bracket on the Support leg. 2 pcs M I Ox 70 bolts and nuts. d) Mount Top Suspension lower bracket to the Support Leg without tightening the bolts. e) Mount then the Support Leg to the roof or to beams. Side Suspension a) position the STR-Rail correctly on the floor. b) Attach the suspension system to the roof. c) Plummet the position of the supports and attach the Side Suspensions to the rail. MAN_MAG_STJ\_,TUV_SUD_l80S 17/l_EN Use care when servicing unit. ~ ...... 1111 Failure to do so could result in minor personal injury. ,.,, Page 300 of 642 /8. INSTALLATION LIFTING THE RAIL l.STR Rail 2 .Vertical suspension 3. Horizontal suspension Our recommendation is to lift a continuous length of rail up to 30m I I 00 ft max. with a max. distance between the lifting points of I Om I 33ft. & NOTE! It is very important to lift the rail evenly to avoid damage to the splicing sleeves. Top suspension a) Lift the rail according to the instruction and fix the bolts on the RRTS lower bracket (A). b) When the rail is in the right position fix the suspensions with the bolts (B). c) Fasten the suspensions by the sequrity bolt (C). Side suspension a) The legs is connected to the vertical support legs, using couplings. b) Adjust the rail both vertically and horizontally to get it level. c) Tighten the couplings thoroughly and screw a safety bolt (not only if required always do this), drill and screw a safety bolt through the coupling and the support leg. Max. I Om I 33' Max. I Om I 33' WARNING PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. Max. IOm / 33' Max. 30m I I 00' MANj"'\AG_STfl. TUVJUD_l 80517/l_EN 171.JO Page 301 of 642 1s. MONTAGE HOSE ALIGNMENT PROCEDURE I. STR-profile 2. Grabber ®: 3. Saddle 4. ICCA Trolley 5. Balancer: The hose package (I) should be aligned before the assembly as follows: The exhaust hose assembly shall be aligned at installation as follows: I. The exhaust hose assembly is straightened out on the floor with the Magnetic Grabber® pointing upwards against the door and facing upwards. 2. Reposition if nessecary and align the Magnetic Grabber® (2) and the hose saddle (3) in the show position. 3. After hose alignment mount the hose (I) on the hose connection with the Magnetic Grabber® pointing upwards against the door. 4. Connect the STR hose to the trolley using a hose clamp. Also install tht! balancer using the caribiner hook. incuding the safety cahin and Balancerlocking cable to the trolley. 5. Slide the completed trolley in the rail with the balancer facin the driving direction I exit door. MAN_MAG_sn._TUV_SUD_ISOSl7/l_EN WARNING A PRODUCT MAY CONTAIN SHARP EDGES ~ Use care when servicing unit. Failure to do so could result in minor personal injury. IWlO Page 302 of 642 Is. INSTALLATION HOSE/GRABBER HANGING PROCEDURE I. STR profile: 2. STR profile height from floor (3-5m I I 0-16'): 3. Hose loop height: 4. Magnetic Grabber® height from the floor: 5. Hose Saddle: a) The STR profile's height from the floor is an important factor when determining the hose loop height. b) The hose loop height must not be lower than 2m / 6.5 feet to prevent it from disturbing the personnel using the staion. c) The hose saddle shall be positioned approximately on half the distance between The STR Magnetic Grabber® and the suction trolley. d) The height (8) of the Grabber® nozzle should be 25cm I IO" -30cm I 12" from finished floor. MAN_MAG_sn._ ruv_su o_1sos1112_EN 2 PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing unit. Failure to do so could result in minor personal injury. 19/lO Page 303 of 642 18. INSTALLATION PC-500 PRESSURE SWITCH INSTALLATION PROCEDURE PRODUCT MAY CONTAIN SHARP EDGES I. PC-500 pressure switch 2. Drilling machine with I Omm I 0.4" drillbit 3. Measurement from ducting/hose approx. I OOmm 14" a) Drill a hole in the ducting using a drilling machine (2) above the riser bracket. b) Mount the pressure switch (I) by screwing it into the ductwork. c) Turn as long as to the moment that the sensor is tight and both connection points are upwards. d) Connect the electric wires with the supplied connection tags. Or connect the PC-500 pressure switches to the wireless transmitters. Tip: when using more pressure sensors these can be mounted parallel. e) For connection to the control box (various control boxes applicable) please see Prod cut User Manual of the relevant control box. MAN_MAG_STP.,_TUV_5UO_IBDSl7n_EN Use care when servicing unit. Failure to do so could result in minor personal injury. 2 IOmm I 0.4" ''"' Page 304 of 642 19. MOUNTING INSTRUCTION -TRIMMING PROCEDURE INSTALLATION TAILPIPE CONNECTOR I. Distance exhaust pipe-truck body 2. Exhaust pipe end 3. Tailpipe adapter/connector 4. Tailpipe bracket a) The distance between the middle point of the exhaust pipe and the body of the vehicle (I) must be at least: -75mm I 3" in all directions when using a 75mm I 3" system -I OOmm 14" in all directions when using a I OOmm 14" system -I 25mm I 5" in all directions, when using a I 25mm I 5" system This is checked before the tailpipe connector is attached. b) The exhaust pipe end (2) must be cut in a 90° angle and all sharp edges must be grinded off. c) The Tailpipe adapter/connector (3) is positioned on the exhaust pipe .When attached the minimum space between the tailpipe connector and the body of the vehicle should now be at least 15 mm I 0.6" from the top and both sides of the tailpipe adaptor. d) The exhaust pipe clamp (4) must be positioned within 500mm /20" from the exhaust pipe end (2). If not, the optional tailpipe bracket must be installed . (see: option: installing the tailpipe brackets) e) The exhaust pipe must be in a 90°angle to the truck body with a max inclination of 5°. TRUCK BODY (image for explanation only) g MAN_MAG_sn._ruv_suo_1aos11n_EN Please ensure that the position of the tailpipe connector is in line with EN 1846-2 which indicates the minimal distance from tailpipe connector to the road surface (differs per type of vehicle). f) The distance between the exhaust pipe and the wheel (6) must be minimum 300mm /12". g) The tailpipe adapter shall be installed flush with the body of the vehicle in accordance to NFPA 1500. And be in line with EN-1846-2 regarding minimal clearance to the road. EXHAUST PIPE MODIFICATION PROCEDURE: OPTION: INSTALLING THE TAILPIPE REDUCER. In case you want to install a I 25mm I 5" connector and the vehicle uses a 4"( I OOmm) tailpipe you will have to install the tailpipe adaptor. the tailpipe adaptor is a part that adapts the 4"(100mm) tailpipe into a 5"(125mm) tailpipe to which the next part, the tailpipe connector can be installed . The tailpipe adaptor is positioned over the existing tailpipe and fixed using a 4" (I OOmm) tailpipe clamp which is included with the part. Product number: Please see your FIRE Price list for the correct product number. OPTION: INSTALLING THE TAILPIPE BRACKET In order to ensure the tailpipe adaptor and/or tailpipe connec- tor is mounted firmly to the vehicle chassis it's recommended to use the tailpipe bracket . It has to be judged per vehicle and installation if this bracket is not needed. TRUCK BODY (image for explanation only) 21/lD Page 305 of 642 19. MOUNTING INSTRUCTION -TRIMMING PROCEDURE BALANCER SETTING PROCEDURE I.Balancer 2. Balancer locking cable (BLC) 3. Balancer safety chain The balancer is factory delivered at a pre-tension. In order to make sure the balancer is functioning optimally please follow the following procedure: a.After every component of the system is installed, the balancer pre-tension must be adjusted to its final setting. Increase or decrease the spring tension until the rubber stop loosely hits the balancer housing. b.Add two more "quarter-clicks" to ensure full retraction of the balancer cable and hosedrop. It's possible the balancer tension needs to be fine-tuned after the total system is installed and a test run is done. Ideally, I Scm I 6" of the Balancer cable should be exposed when the MG nozzle is connected the vehicle. Problem: The Magnetic Grabber® nozzle hits the ground after discon- nection. Solution: Increase the balancer tension with I "quarter-click". Problem: The "swing-back" of the hosedrop after disconnection is too extreme. Solution: Decrease the balancer tension with one "quarter-click". INSTALLING THE BALANCER LOCKING CABLE The BLC's primary function is to control the point of discon- nection.As the hose reaches it's maximum length the BLC will bottom out, in turn pulling the MG nozzle from the moving vehicle. a. Extract the Magnetic Grabber® nozzle up to IO" +/-2" I 25cm +/-Scm from the door and 20"/0.Sm from the ground {tailpipe height). MAN_MAG_STR._TUV_suo_1sos11/l_EN b. Measure the shortest distance between the two snap-hooks of the balancer. c.Adjust the balancer locking cable to the measured distance. d. Install the balancer locking cable between the two snap-hooks. Please see page 9 for detailed measurements and advices. SAFETY CHAIN It is imperative that the safety chain is mounted securely to the trolley/crab . '""' Page 306 of 642 MOUNTING INSTRUCTION-TRIMMING PROCEDURE SAFETY DISCONNECT HANDLE Function: This safety coupling opens in case of missue of the system or failure of the disconnection and can allways be re-used. Adjustment: The Safety Disconnect Coupling is delivered complete assembled with a preset springload. The standard setting on delivery gives you a release force at 450N. Release Force You can adjust SDCA-Coupling by using different springs. These springs however are not standard and if you require such springs please contact your Plymovent representative. Article name SDCH-Pneumatic I OOmm/ 4" SDCH-Pneumatic I 25mm/ 5" SDCH-Magnetic I OOmm/ 4" SDCH-Magnetic I 25mm/ 5" Article number 90550-1011 90555-1011 90560-1011 90565-1011 TAILPIPE MODIFICATION OPTIONS Introduction In some cases it might me necessary to divert the exhaust flow from the tailpipe to the side of the vehicle. The Magnetic Grabber® connector can then be installed to this modification. In order to ensure this is done right please consult the manufacturer of the vehicle. In order to modify a tailpipe it might be necessary to combine a number of options. The example to the right you can see the tailpipe in combination with a tailpipe reducer pack, a 45' bend, and a tailpipe support bracket. This to support a correct and steady installation of the Magnetic Grabber® connector MAN_MAG_STR_ TUV _s uo_l 80.5 1712....EN WARNING! After the Safety Disconnect has released please check if all spring blocks in the product are free of damage and functioning correctly.Any damaged parts should be replaced and the correct functioning should be verified. If not functioning correctly the Safety disconnect can potentially cause damage to person or property. Image: possible tailpipe configuration Page 307 of 642 j9. MOUNTING INSTRUCTION -TRIMMING PROCEDURE TAILPIPE MODIFICATION OPTIONS Tailpipe adaptor The tailpipe adaptor is used when an exhaust tailpipe needs to be converted from I OOmm I 4"to I 25mm I 5". Article number 90365-1011 Description MG-TA 100-125 Tailpipe support bracket The tailpipe support bracket can be used for various dimension exhaust tailpipes and is there to fix the tailpipe securely to the body I chassis of the vehicle. Article number 90375-1011 90370-1011 Description MG-TSB 75-100 MG-TSB I 00-125 Oval modification kit Various taipipes have an oval shape or limited space to connect the Magnetic Grabber® tailpipe connector. For these vehicles we have the Oval modification kit. Article number 90385-1011 Description MG-OMK Tailpipe reducer packs The tailpipe reducer pack enables vehicles with different tailpipe sizes to connect to the Plymovent Magnetic Grabber® tailpipe connector. This product can be used in combination with the Magnetic Grabber® tailpipe bends as well as direct onto the Magnetic Grabber® Tailpipe connector. The tailpipe reducer pack allows a wide range of exhaust pipes to connect to the Plymovent system. Article number 90383-75-50 90383-75-60 90383-100-80 90383-100-90 Tailpipe bend Description Tailpipe reducer pack 75mm -50mm Tailpipe reducer pack 75mm -60mm Tailpipe reducer pack I OOmm -80mm Tailpipe reducer pack I OOmm -90mm The Magnetic Grabber® tailpipe bend allows for a modification of the existing tailpipe. It connects to the original tailpipe using the tailpipe damp and should direct the exhaust flow to the to the side of the vehicle were the Magnetic Grabber® connec- tor is positioned to it. If needed the tailpipe bend can also be fastened using the Magnetic Grabber® tailpipe bracket. Article number 90384-76-45 90384-102-45 90384-76-90 90384-102-90 Description Tailpipe bend 45', 76mm / 45'/ 3" Tailpipe bend 45°, 102mm I 45' I 4" Tailpipe bend 90', 76mm / 90° I 3" Tailpipe bend 90', I 02mm I 90' 14" MAN_MAG_STR_TUV _SUO_I &OS 17/l_EN Image: Tailpipe adaptor Image: Tailpipe support bracket Image: Oval modification kit Image: Tailpipe reducer pack Image: Tailpipe bend 45° -90' '~" Page 308 of 642 [10. USER-AND MAINTENANCE INSTRUCTIONS OPERATING THE MAGNETIC GRABBER® Connecting the Magnetic Grabber® When a vehicle returns to its bay the Magnetic Grabber® nozzle can easily be attached to the tailpipe adaptor/connector. The Magnetic Grabber® nozzle must be placed straight onto the tailpipe adapter/connector, but to connect it is easiest to first attache the top of the Magnetic Grabber® and then press down on the safety disconnect in order to attache the lower part of the Magnetic Grabber®. The conical design of the connection surface ensures safe and easy positioning. Disconnecting the Magnetic Grabber® a) Automatic disconnect The Magnetic Grabber® nozzle will disconnect automatically when the vehicle exits the bay. b) Manual disconnect To manually disconnect the Magnetic Grabber® nozzle; hold the safety disconnect with two hands and push it downwards. TOOLS NEEDED FOR INSTALLING THE MAGNETIC GRABBER® Magnetic Grabber® nozzle -Slotted screwdriver -size: 7 x 1.3 (mm) -0.3 x 0.05 (inch) or (Socket) Wrench -size: 8 (mm) -5/ 16 (inch) Tailpipe adapter/connector r -(Socket) Wrench -size: 13 (mm) -I /2 (inch) Tailpipe bracket -(Socket) Wrench -size: I 0 (mm) -3/8 (inch) -(Socket) Wrench -size: 16 (mm) -518 (inch) . -(Socket) Wrench -size: 17 (mm) MAN_MAG_STP._ruv _suo_1eos 11n_EN CLEANING INSTRUCTIONS To ensure your system operates in the optimal manner the product needs to be cleaned regularly. a) Make sure you keep the connection surface of the tailpipe adaptor clean of soot and other contaminations. b) Using a damp clothes (rubbing alcohol, degreaser, etc) wipe the connection surface of the Magnetic Grabber®. Best results if using something that evaporates. d) Using a damp clothes wipe the entire vertical face/sealed flange of the Tailpipe adapter. Diesel soot build-up will occur when idling or driving at slow speeds. Keeping these two components clean will ensure a good magnetic connection at all times. l§IJO Page 309 of 642 llO. USER· AND MAINTENANCE INSTRUCTIONS Inspection and maintenance: Inspection/maintenance shall be done according to fol- lowing scedule: 0-500 500-1500 1500-3000 3000 + turn-outs/year turn-outs/year turn-outs/year turn-outs/year every 16th week every 12th week every 8th week every 4th week I. Check if the magnets on the Magnetic Grabber® are all in place and clean. 2. Check if the Tailpipe Adaptor is clean and no obstructions are there which can prevent the magnets from positioning themselves on the product. 3. Remove the hose assembly from the balancer and check the hose for any defects. 4) Check if the saddle, and Magnetic Grabber® are still fixed tightly to the hose. 5) The safety disconnect coupling should be disassembled and cleaned . 6) The hose assembly should be aligned prior to mounting see "Alignement/mounting of hose assemby" in the mounting instructions. 4. Check the attachment and the the cable on the balancer. 5. Spring tension must be adjusted when required. see instruction. 6. Check the trolley if it runs smoothly through the profile and correct stop at the end-stops. 7. Clean the inside of the rail where the trolley wheels are running. 8. Clean the inside of the rubber seal. 9. Check mechanical damages and oil leakage on the exit endstop with hydraulic shock absorber. I 0. Check the internal trolley, clean the inside of suction cone. I I. Check the balancer locking cable, safety chain, support and wire. 12. Balancer spring tension is to be adjusted when needed. MAN_MAG_STP,_TUV_suo_1aos1112_EN a. Service and maintenance only to be done by qualified and trained persons ( in EU according toTRGS 554. b. Use sufficient climbing gear and safety guards when working on a higher level than 2.0 meter. c. Only carry out service and maintenance when the system is fully disconnected from mains. d. Be sure no vehicle can enter the station/bay when carrying out service/maintenance. lt.IJO Page 310 of 642 111. CLEANING AND FAQ HOSE PACKAGE Clean with water and a soap-solution. OTHER COMPONENTS Use compressed air to blow equipment clean. SBT-RAILAND SUSPENSIONS Clean with water and a soap-solution You observe that .... The Grabber® does not connect tightly to the tailpipe connector. The Magnetic Grabber® is dragging over the floor. The Grabber® is transported out of the Station too far. The swing-back of the hose drop after disconnection is too extreme. The Grabber® disconnects prematu- rely. The hose drop swings back into the station too far after disconnection (only SBT) I 12. DISPOSAL Why? The magnets in the Grabber® cannot make a clear connection. I.The balancer cable doesn't retract. 2. The hose drop is too long. I.The BLC is too long 2. The end stop is located too close to the door. I. The balancer pre-tension is too strong. 2. The BLC is too long. 3.The distance between the veh icle and the standard hose position is not correct. 4. The end stop is located too far from the door. I.The BLC is too short 2. The end stop is located too far from or too close to the door. 3.The distance between the vehicle and the standard hose position is not correct. 4.Too much friction between the trol- ley and the rail. I.The balancer pre-tension is too strong. 2. The BLC is too long. 3. The end stop is located too far from the door. What to do 1 Clean the Tailpipe connector from any soot or dirt. I. Increase the balancer pre-tension (see page 22) 2. Disconnect the saddle and reposi- tion the hose. I. Shorten the BLC 2. Reposition the end stop. I. Decrease the balancer pre-tension. 2. Shorten the BLC. 3. Make sure the vehicle and rail are rightly positioned. (page 12) 4. Reposition the end stop and BLC. I. lengthen the BLC. 2. Reposition the end stop. 3. Make sure the vehicle and rail are rightly positioned. (page 12) 4. Clean the insi de of the rubber lips and/or install a aluminum trolley. (only STR) I. Decrease the balancer pre-tension. 2. Shorten the BLC. 3. Reposition the end stop. 4. Place the track under an angle (see page 18) The level of service and maintenance on the Plymovent systems is relatively low.The service and maintenance department of Plymovent consists of well trained personnel who can offer you a service and maintenance contract which ensures your system will function for many years to come. When dismantling the system please ensure to follow the similar safety precautions as mentioned in this manual for installation. Disposal -Cardboard packaging -Aluminium profile -Hose -Grabber® Nozzle MAN_MAG_STR_TUV_suo_JBOSl711,_EN Recycle Recycle Rest waste Rest waste Dismantling must be done contrary to the installation instructions. Dismount loose parts before the rail is dismounted. l 71JO Page 311 of 642 Ill. SPARE PARTS 31 ,,,-., __ _ ./ firtL--,r~ ~1 1 ,·' ' -- ' .. \. ·>-=::: ' MAN_MAG_ST~TUV _SUD_J eos I 7!2_EN Page 312 of 642 MAN_MAG_STR.... TUY JUO_l80Sl7f2_EN ~PARE PARTS o~ CO .i.------' 29 ''"" Page 313 of 642 Jll. SPARE PARTS PLYMrJVENT ® BSAB No : 13.1 SPARE PART LIST Ser. No: STR I R Date: Mar-17 °Copyright:All rights reserved.All information within this printed matter may STRM no t be reproduced, handed over, copied, or translated into another language, in any form or any means without written permission from Plymovenc. Plym- ovent reserves the ri ght t o make design ch an ge s. A All models All models of STRM B STRM·9 c STRM-12 D STRM-15 E STRM-18 F STRM-21 G STRM-H H STRM-27 I STRM-30 Abrev1at1ons X-O rde r as required, state required length Pos Art.No: A B c D E F G H I J Description Note I 987990-Z I I I Exhaust hose 0 I 00 L = 6M 98 84 51 -Z I Exhaust hose 0 125 L = 6M 988 008-Z I I Exhaust hose 0 100 L = IOM 98 8469-Z I Exhaust hose 0 125 L = IO M 2 987 842 I I I I I Exhaust hose 0 I 00 L = 0.6M 988 576 I Exhaust hose 0 125 L = 0.6M 5 512616 I I I I I Hose Sadd le 0 JOO 512 624 I I Hose Saddle 0 125 7 968 628 I Shock absorber 12 9211 10 11 I RRTS, Round Rail To p Susp ensi on 14 8130-1011 I Sidebrace cla mp kit 15 8140-10 11 I Sidebrace L = 20 In./ 500 mm sin gle 8141 -1011 I Si debrace L = 30 in./ 750 mm si ngle 8142-1011 I Sidebrace L = 6 ft./ 1800 mm sin gle JSa 8145-1011 I Sidebraces w/clamp L = 20 In ./ 500 mm double 8146-101 1 I Sidebraces w/cla mp L = JO in ./ 750 mm double 8147-101 1 I Sidebraces w/clam p L = 6 ft. I 1800 mm double 16 8120-1011 I SBT-SL Sup port leg L = 19 ft./ 579 0 mm 18 8940-1011 I Duct connection End stop 0 6 In./ 160 mm 18a 8950-1011 I Duct conneccion 0 8 Jn./ 20 0 mm 20 4003 0 I Splicing sleeve 2.1 906390-1 I MG /Ta liplpe connector J In./ 75 mm 006 J90 I MG /Ta ilp ipe connector 4 In ./ I 00 mm 90360-1 I MG/Tai lp ipe connector 5 In./ 125 mm 2J 90J90-3 I Magneti c Grabber" rubber protecti on sleeve 3 In./ 75 mm 9038 0-3 I Magnetic Grabber" rubber protection sleeve 4 in ./ I 00 mm 90J60-J I Magnetic Grabber" rubber protecti on sleeve Sin./ 125 mm 25 90392.-1011 I MG I Mag netic Gra bber"assy. STR 3 in ./ 75 mm 90382-1011 I MG I Mag netic Grabb er"assy.STR 4 in./ JOO mm 90362-101 1 I MG I Magneti c Grabb er"assy.STR 5 In./ 125 mm 26 4-1738 I Sliding Wh ee l 2.7 4-1739 I Spa cer 28 2-999-Z I Suction cone with rollers an d rub ber gromme ts 29 4-1471 I Reducti on 6 In ./ 4 In .• 150/ IOO mm 30 4-1472 I Reduction 6 In./ S in .• I 50/125 mm 30 4-1802 I Release valve/bumper bracket JI 90560..1 0 11 I SDCH 4 In ./ I 00 mm magnetic 90565-101 1 I SDCH 5 In./ 125 mm magnetic MAN_MAG_STfLTUV _SUD _l 80517/l_EN 30/)0 Page 314 of 642 0 w Product Service CERTIFICATE No. Z1 16 01 87462 001 Holder of Certificate: Production Facility(ies): Certification Mark: Product: Model(s): Parameters: Plymovent Exhaust Extraction GmbH Redcarstr . 36 53842 Troisdorf GERMANY 87462 Exhaust suction system exhaust suction system with pneumatic Grabber® SBTP/ STRP exhaust suction system with magnetic Grabber® SBTM/ STRM supply pressure: max. pennissible pressure on Grabber. disconnecting force or the safety coupling: max . pennissible exhaust temperature : hose diamete r. hose length : pneumatic Grabber® nozzle Diameter : magnetic Grabber® nozzle Diameter: SBTP/STRP 6-8 bar 1 bar ca . 450N 150 'C ca . 100mm or125mm 6m 120mm or160mm SBTM/STRM ca.450N 150'C ca . 100mm or125mm 6mor10m 75mm, 100mm or125mm Tested according to: 01N 31000:2011 DIN EN ISO 12100:2011 The product was tested on a voluntary basis and complies with the essential requirements . The certification mark shown above can be affixed on the product. It is not permitted to alter the certification mark in any way . In addition the certification holder must not transfer the certificate to third parties . See also notes overleaf. Test report no.: 713037924 Valid until: 2021-01-11 Date, 2016-01-18 Page 1of1 { Edgar Harnisch ) TOV SOD Product Service GmbH . Zertifizierstelle · AidlerstraBe 65 · 80339 MUnchen • Germany MAN_MAG_STR_TUV _SUD_I BOS I 7f2_EN Page 315 of 642 PLYMrJVENT® clean air at work I • • • PRODUCT USER MANUAL Vertical Staci< Rail System contents I. Important safety instruction ........................................ 2 2. Introduction ..................................................................... 2 3. Product description ....................................................... 2 4. Safety ..•......•.......•. -........................... ·-··-········· .. ··············· 3 5.Area of use ............................•.....•........... m ....................... 4 6. Delivery ·························-··········"···································4-6 7. Mounting instructions .............................................. 7-16 Measure the mounting height. .............................. -•..•••• .7-8 Catcher and connection socket ................................... 9 Measurement procedure ............................................. I 0 Support bracket and spliceing the profile .............. I I Mounting rubber seal ................................................... 12 Lifting the rail ................................................................. 13 Safety wires ..................................................................... 13 Hose connection ........................................................... 14 Stack adapter .................................................................. 15 Pc-500 mounting procedure ....................................... 16 8. Maintenance ............................................................. 17-18 9. Spare part list. ............ _ ............................................ 19-20 Thank you for buying a Plymovent product. Before you unpack and put it into operation please read this product manual carefully, and follow the instructions. Sales office Plym<wentAB Kopparbergsgmn 2 SE·21H4 MALMO SWEDEN Tel:+46'40 303130 Fax:+46 '40 30 31 '40 This manual should be handed over and kept by the service department after the installation. England Plym<went Lrd MarleyWay,Soudwn Road Banbury, OXl6 2RA.Enlland Tel:+ 44 1295 25 93 II Fax:+ 44 1295 27 17 so lnfo@plymovenc.ca Canada Plymovent Inc 2+ 1200Aetowaod Dr Mississauga. On L'4W 257. Canada Tel:+I (905) 564-47-48 Fax:+I (905)~ lnfo@plymovent.ca USA Plymovent Corp. 5 Corporate Drive Cranbury, NJ 08512, USA Tel. + 1 609 395 3500 Fax+ 1 609-655-0919 info@plymovent.com '" , " I • •o ''" I • A~ " , ~ Page 316 of 642 J 1. IMPORTANT SAFETY INSTRUCTIONS I ~. INTRODUCTION '--~~~-'--''"-'--''-"-...;.,;.._-=-=-.:=--=-=-=--'=--~~~~~~~~~__J Please read these instructions before installing the Vertical Stack Rail System (hereafter called VSR) . This will help you obtain the full benefit from the exhaust removal system you have selected. A. Read the Product user manual and Safety Instructions carefully. Failure to follow these instructions could cause a malfunction in the system or unsatisfactory performance. B. Follow a regular service and maintenance schedule for efficient operation. IP REFACE Using this manual This manual is intended to be used as a work of reference for professional, well trained and authorized persons I user's to be able to safely install, use, maintain and repair the product mentioned on the cover of this document. Pictograms and symbols The following pictograms and symbols are used in this manual: A remark with additional information for the user. i•--I A remark brings possible problems to the user's attention. CAUTION! JI.\ Procedures, if not carried out with the necessary L.!,.l. caution, could damage the product, the workshop or the environment. Procedures which, if not carried out with the , ...... .,..1 necessary caution, may damage the product or cause serious personal injury. -*Mri§ii§H-l~tric shock. ~w1.11111e-l~opreventfir~ Service and technical support For information about specific adjustments, maintenance or repair jobs which are not dealt with in this manual, please contact the supplier of the product. He I she will always be willing to help you. Make sure you have the following specifications at hand: -The VSR Product User Manual I. I Identification of the product The VSR system is made up out of various different parts which together form the VSR Exhaust Removal System. All these individual parts can be traced back to this Product User manual . ~. PRODUCT DESCRIPTION The VSR System consist of a strong rectangular aluminium profile with a section area of 280 cm2. The underside of the rail is an open area sealed with rubber lips. The profile is hung in two (2) bearing loaded trolleys at each support. The profile is connected to the ducts system by a I 60mm/6,3" flexible hose. The front opening of the profile has a V formed catcher to accommodate the stack adapter, mounted on the vertical exhaust pipe. The exhaust cone converts the round shape of the exhaust pipe to be flat without changing the section area. As the returning fire engine drives in to the station the catcher and the profile align themselves to the exhaust pipe position. This movement is created via the bearing loaded runners sliding in the C profile of the support leg. The C-profile hangs in two adjustable vertical legs mounted to the general roof structure. The support legs allow the VSR to have a lateral movement from two separate points of 2 feet side to side. As the fire engine drives out of the station the exhaust pipe glides along the profile, between the rubber lips, up to the point the vehicle drives out of the station. A spring is connected between the support legs C-profile and aluminium profile to move the rail into its central rest posi- tion.The VSR System is equipped with safety wires capable of carrying the complete system. As the vehicles continue into the station, the exhaust pipe gli- des along the rubber sealed profile until the vehicle is parked. All of the poisonous exhaust gases being contained in the profile under vacuum, to be extracted by a fan to the outside of the building. Upon a call-out, the vehicles glide out of the profile in a similar way, and the track resumes it's natural position by the use of mounting springs. Page 317 of 642 J4. SAFETY General The manufacturer does not accept any liability for damage to the product or personal injury caused by ignoring of the safety instructions in this manual, or by negligence during installation, use, maintenance, and repair of the product mentioned on the cover of this document and any corresponding accessories. Specific working conditions or used accessories may require additional safety instructions. Immediately contact your supplier if you detect a potential danger when using the product.The user of the product is always fully responsible for observing the local safety instructions and regulations. Please observe all applicable safety instructions and regulations. User manual • Everyone working on or with the product, must be familiar with the contents of this manual and must strictly observe the instructions herein. The management should instruct the personnel in accordance with the manual and observe all instructions and directions given. • Never change the order of the steps to perform. • Always keep the manual with or near the product. Pictograms and instructions on the product (if present) • The pictograms, warning and instructions attached to the product are part of the safety features . They must not be covered or removed and must be present and legible during the entire life of the product. • Immediately replace or repair damaged or illegible pictograms, warnings and instructions. WARNING Do not attempt installation of this system unless you are familiar with the necessary tools, equipment, utility connections and potential hazards. Installation I._ ...... , should be performed only by a qualified service provider. Failure to do so could result in reduced performance of the unit, serious personal injury or death. PRODUCT MAY CONTAIN SHARP EDGES Use care when servicing and installing the system. Failure to do so could result in minor personal injury. General information and installation Inspect the product and check for damages. Verify the functioning of the safety features. Check the working environment. Do not allow unauthori- zed persons to enter the working environment. Protect the product against water and humidity. Use common sense. Stay alert and keep your attention to your work. Do not use the product when you are under the influence of drugs, alcohol or medicine. Make sure the room is always sufficiently ventilated; this applies especially to confined spaces. make sure the product does not block any entrances and exits which must be used for emergency services. Make sure that the workshop, in the vicinity of the product, contains sufficient approved fire extinguishers if any elctronics, such as control boxes, are used. Users Service, maintenance and repairs • The use of this product is exclusively reserved to authorized, • Observe the maintenance intervals given in this manual. trained and qualified users.Temporary personnel Overdue maintenance can lead to high costs for repair and and personnel in training can only use the product under revisions and can render the guarantee null and void . supervision. Always use tools, materials, lubricants and service techni- Intended use The product has been designed as an exhaust removal system. Using the product for other purposes is considered contrary to its intended use. The manufacturer accepts no liability for any damages or injury resulting from such use. The product has been built in accordance with state-of-the-art standards and recognized safety regulations. Only use this product when in technical perfect condition in accordance with its intended use and the instructions explained in the user manual. ' Technical specifications The specifications given in this manual must not be altered. Modifications Modifications of (parts of) the system I product is not allowed. ques which have been approved by the manufacturer. Never use worn tools and do not leave any tools in or on the product. Safety features which have been removed for service, maintenance or repairs, must be put back immediately after finishing these jobs and it must be checked that they still function properly. r~.-...ai Maintenance should only be performed by autho- rized, qualified and trained persons (skilled) using appropriate work practices. Page 318 of 642 Is. Area of use The VSR system is used in fire and rescue stations on vehicles with vertical (top) exhaust pipes .The system can be applied to single or multiple lines of vehicles per bay and also for "drive through systems ". Method of Operation. An automatic, mechanical exhaust gas extraction system, specially designed for fire and rescue vehicles with top exhaust pipes. The system is used to remove the poisonous petrol and diesel gas fumes direct at the emission source, the exhaust pipe. When the vehicles reverse or drive in to the fire station, a "catcher" box picks up on the special tapered connection on the vertical exhaust pipe, aligning itself on the aluminium pro- file both upwards and sidewards . As the vehicles continue into the station, the exhaust pipe gli- des along the rubber sealed profile until the vehicle is parked. All of the poisonous exhaust gases being contained in the profile under vacuum, to be extracted by a fan to the outside of the building. Upon a call-out, the vehicles glide out of the profile in a similar way, and the track resumes it's natural position by the use of mounting springs. Side view ATTENTION ,A The VSR System is designed to operate under stan- ~ dard vehicle performance conditions. Re-generation is not considered to be a standard vehicle perfor- mance condition. Front view I 1 Overview r --------- 1 I I I I I I', I I I I I I I I I I I I L--------- -------, I I I I I I ------T---------------r--------- I I I I I I I I ______ _J Page 319 of 642 16. DELIVERY The VSR, in all different versions, is built out of a few standard components which will be described in this section. Support leg The aluminium support leg is used for both vertical and horizontal mounting.The standard length is 19 "(5790 mm) and it has to be cut to proper lengths. The dimension is 2" x 2" x O, I" (50x50x2,5 mm). Side brace There are three different lengths available, 20" (500 mm),30" 750 mm and 6'(1800 mm).The brace can be mounted separately or in pairs using the same brackets. Side brace clamp kit The kit includes two aluminium brackets for one or two side braces. Adjustable mounting kit (vertical) The two brackets are exactly the same.They can also be used if the roof is angled and they can be mounted in both directions. Maximum angle is 30 degrees. VSR Extraction rail The VSR-track is 5,Sm/ I 9ft or ordered by meter Prod. SBT-SL Prod. SBT-SB-S, 20"/ 500mm Prod. SBT-SB-M, 30"/ 750mm Prod. SBT-SB-L, 6' I I 800mm Prod. SBT-MKV Prod. VSR-Track Page 320 of 642 J6. DELIVERY The VSR, in all different versions, is built out of a few standard components which will be described in this section. Drive-through Connection with top connection, flexible hose 3,1 m/10.2 ft and hose clamps. Back-In Connection with end connection, flexible hose 1,3 m/4.3 ft and hose clamps VSR-Catcher, including gate damper. VSR-Kit consisting of suspension profile, 2 suspension brackets and trolleys, I centering spring, safety wire, trolley stops and hard- ware for one suspension point. PUH_IJSllL100:209_EN Prod . VSR-DTC Prod VSR-BIC Prod. VSR-CAT Prod. VSR-SUS Page 321 of 642 11. MOUNTING INSTRUCTION Measure the mounting height The height of the rail is determined by measuring the distance between the floor and the end of the vehicle exhaust pipe. The measure between the top of the exhaust pipe and the horizontel suspension (VSR-SUS) is 445mm/ 17,5". Use care when servicing unit. i--•i Failure to do so could result in minor personal injury. 600mm/23,62" u, ,....:---E E LI') ""'" E ""'" E c: E Co E f LI') ...f' 0 ...... LI') M I I I I -300mm/ I 1,8" Suspension This is the standard support forVSR, included in all models. Page 322 of 642 11. MOUNTING INSTRUCTION I. VSR rail 2. Catcher 3. Support brackets 4. Horizontal support 5. Vertical support Put the VSR parts under the rails intended position. The catcher must be positioned as close as possible to the gate with a safety distance of 50-100 mm/2-4". Check and determine the location of the support legs accord- ing to the required distances between support legs and the catcher as shown below. The vertical support pipe (5) is to be slid onto the horizontal support profile (4). Level the support. 19-..., .. 1 Use care when servicing unit. Failure to do so could result in minor personal injury. l Page 323 of 642 11. CATCHERAND CONNECTION SOCKET I. VSR rail 2. Catcher 3. Connection socket, d= 160 mm/6,3" Mount the catcher at the exit end of the rail. MOUNTING INSTRUCTION 1._.._ .. 1 Use care when servicing unit. Failure to do so could result in minor personal injury. Drill 8.5 mm holes in the profile according to the hole structure on the catcher. The catcher is to be mounted with 2 pcs M8x25 and 2 pcs M8x45 with nuts. Mount the connection socket, d= 160 mm/6,3", to the opposite end of the rail with 4 pcs M8x20. '"' Page 324 of 642 11. MEASUREMENT PROCEDURES I. Exhaust pipe 2. Stack adapter 3. Exhaust pipe height 4. Distance between gate and exhaust pipe 5. Distance CIC exhaust pipe and veh icle body. Back-In MOUNTING INSTRUCTION ,.,. __ , Use care when servicing unit. Failure to do so could result in minor personal injury. Measure the distance between the gate and the exhaust pipe. This distance (4) plus I m (minimum) is the required length of the rail. Note! The vehicle must be as far away from the gate as possible in back-in position. Drive-Throu&:h Measure the distance between the exit and entrance gate. This distance minus 0.5-1.0 ml 1,6-3,3 ' (depending on free space from gate) is the required length of the rail. The VSR is normally positioned immediately after the gate at a distance of approx. 50-100 mml2-4". Check the height of the exhaust pipe, see further under measurement procedures, see next page for required space for exhaust pipe. The distance CIC exhaust pipe and truck body (5) is the required rail position from the truck body. ,..,. Page 325 of 642 MOUNTING INSTRUCTION SUPPORT BRACKETS I. VSR profile 2. Support bracket 1.__,..1 Use care when servicing unit. Failure to do so could result in minor personal injury. The support brackets are to be positioned according to the support measurement procedure. It is important that they are mounted exactly at the support leg position. Drill 8 .5 mm/0,33" holes and bolt together every support bracket with 2 pcs of M8x25 with nuts. RAIL SPLICE I . VSR profile 2. Splicing sleeve Put the rail parts under its intended position on trestles or similar. Align the profiles vertically and horizontally. Fix the splicing sleeve with a clamp, drill according to the drawing below with a 8.5 mm/0,33" drill- bit and screw the splicing sleeve to one of the profiles. Put on the other profile, position the splicing sleeve horizontally and vertically, drill and screw together. Every splicing sleeve is to be bolted together with 12 pcs M8x25. so so -I .... I I 10 L 0 ~ - I 'l!I' 'l!I' I I I I I 65 65 10 0 0 o! L---.. --· 22 22 100 11120 Page 326 of 642 11. MOUNTING OF RUBBER SEAL I. VSR profile 2. Rubber seal 3. Tool no. I 1600 4. Tool no. I 1606 Turn the rail profile with the opening upwards. MOUNTING INSTRUCTION 1 ___ 1 Use care when servicing unit. Failure to do so could result in minor personal injury. If the seal must be joined it must be done before mounting. The rubber seal should overlap and be cut together with a sharp knife . The rubber seal ends are to be fixed together with glue; Loctite no. 495 or similar rubber glue. Note! The rubber seal is to be greased with liquid soap before mounting. The rubber seal is mounted with tool no. I 1600 The rubber seal is easily mounted with tool no. 11606, the rail profile hanging in its support legs. Note! The rubber seal must be angle inward ,,,,. Page 327 of 642 11. MOUNTING INSTRUCTION LIFTING THE RAIL I . VSR profile 2. Support bracket 3. Horizontal support, C-profile 4. Support trolley with safety hook. Lift the rail with a minimum of lifting points every 10 m/33'. Attach the safety hook of the support trolley to the support brackets according to the picture below. CIC SPRINGS/SAFETY WIRES I . VSR profile 2. Centering spring 3. Safety wires -~---'·, Drill a 6.5 mm/0,25" hole, 800 mm/2,6' from the support leg, as shown in the picture below. Screw the M6 eyebolts with M6 nuts into the hole. Fix the centering spring between the hook on the horizontal support and the eyebolt. Drill a 8.5 mm/0,33" hole, I 00 mm/4" from the support leg as shown in the picture below. Screw the safety eyebolts to the rail with 2 pcs of M8x25 . Mount the safety wires with a wirelock into the safety eyebolts and around the support pipe, as shown below, or around the ceiling beams. '""' Page 328 of 642 11. MOUNTING INSTRUCTION HOSE CONNECTION I. VSR profile 2. Hose connection, d= 160 mm/6,3", L= 1.3 m/4,2 ' 3. Connection socket, d= 160 mm/6,3" Mount the hose between the connection socket and the duct connection. The length of the hose must be adjusted so that it reaches the outer side positions of the rail. VSR systems longer than 18 m/59' should have several connection sockets at the top of the rail. These must be positioned at an equal distance from one another. Cut a hole with a diam . of 160 mm/6,3" and fasten the socket with self rivet screws. Connect the hoses in the same way as the end connection. '""' Page 329 of 642 11. STACK ADAPTER I . Stack adapter 2. Exhaust pipe MOUNTING INSTRUCTION The exhaust pipe must be straight, vertical and cut in a 90° angle to fit the stack adapter. Mount the stack adapter onto the exhaust pipe and fasten it by tightening the lock bolts. Note! The distance between the exhaust pipe and the horizontal support leg must be a minimum of 445 mm/ 17,S". For further information, see support legs measurement. Final adjustment of the VSR rail and the stack adapter height is to be done when the vehicle drives into the appliance bay. PUK_VSl\..t0010't.EH '""' Page 330 of 642 11. MOUNTING INSTRUCTION PC-500 MOUNTING PROCEDURE I. VSR profile 2. PC-500, Pressure controller 3. Drilling machine with I 0 mm/0.4" drillbit Drill a I 0 mm/0.4" hole in the VSR profile nearby the crab when the vehicle is in its rest position. Thread the pressure controller directly into the VSR profile. Mount a pressure controller the same way at the end of the exit side on the rail, to achieve fan start when the vehicle returns. Connect the electrical low voltage cables to the pressure controller with accompanying tags. Further connection to pressure control unit, PCU-1000, see separate electrical diagram. 0 ELEVATION VIEW 360mm 142" 160mm 6,3" '""' Page 331 of 642 la. MAINTENANCE INSTRUCTION Routine check and maintenance shall be performed according to the following sche- dule: 0-500 500-1500 1500-3000 3000+ call outs/year call outs/year call outs/year call outs/year every 16 weeks every 12 weeks every 8 weeks every 4 weeks I. Clean the inside of the rubber seals 2. Check that the rail runs smoothly in the horizontal support. 3. Check for mechanical damages on support legs, trolleys and safety hooks. PUM_VSR....100209-EN ""° Page 332 of 642 la. MAINTENANCE INSTRUCTION 4. Change of rubber seal: Unscrew the catcher (A) from the VSR profile (B). Pull of the old rubber seal (C). Before mounting the new rubber seal they must be greased with liquid soap. Mount back the catcher (A) on the VSR profile. S. Trolley change: Start by dismounting the spring (D). Unscrew the stopbolt (E) on the horizontal support, C-profile. Pull carefully the rail to the side until the support trolley (F) appears. Note! Be careful when pulling the rail to the side to avoid both support trolleys to slide out of the hori-zontal support leg. Unhook the safety hook (G) from the support trolley and change the support trolley to a new one. Hook the safety hook onto the new support trolley, and push the rail back in the normal position. Refit the stopbolt (E) and the spring (D). Check that the rail moves smoothly in the support. 6. Change of rubber gate (H) Unscrew the old rubber gate (H). Mount the new rubber gate in the same position. . ... Page 333 of 642 j9. SPARE PARTS '""' Page 334 of 642 PLYMrJVENT® VSR-RAILS P d ktN ro u o: A All models B VSR-6 c VSR-9 D VSR-12 E VSR-12-D F VSR-15 G VSR-15-D H VSR-18 I VSR-18-D J VSR-21 K VSR-21-D L VSR-24 M VSR-24-D G Abreviations X = Order as requiered, state requiered length. Y= Depending on ceiling hight t'OS Art. NO: A ts \; u I: .... (.:j H I J 1 1-820-DS 1 1 1 2 1 2 1 2 1 2 3-902-DM 1 1 1 2 1 2 1 2 1 3 4-1149 4 6 6 6 6 6 8 8 8 4 962 530 4 6 6 6 6 6 8 8 8 5 4-1378 4 6 6 6 6 6 8 8 8 6 516 187 2 3 3 3 3 3 4 4 4 7 8120-1011 x 8 8150-1011 4 6 6 6 6 6 8 8 8 9 8145-1011 y 9 8146-1011 y 9 8147-1011 y 10 964 155 2 3 3 3 3 3 4 4 4 11 968 180 2 3 3 3 3 3 4 4 4 12 30015 x When ordering spare parts please quote: •Product No. (see label) • Batch No • Description • Part No • Quantity For example: VSR Support Trolley 4-1378 SPARE PARTS BSAB No: T3.1 SPARE PARTS LIST Ser. No: VSR I RR Date : Aug -98 Replace : e Copyright: All right reserved. All information with in this printed matter may not be reproduced, handed over, copied, xeroxed or translated Into another language, In any form or any means without written permission from PlymoVent AB. PlymoVent AB reserves the right to make design changes. D . ti ecnp· on All models of VSR I\ L M 1 uescripuon I Note 2 1 2 Catcher 2 1 2 Rubber Gate 8 10 10 Suooort bracket 8 10 10 Safetv Hook 8 10 10 Suooort Trollev 4 5 5 Horizontal SBT-orofile L=1 ,2m Suooort Leci 8 10 10 Mountin ci Kit Vertical Side Brace Kit Short Side Brace Kit Medium Side Brace Kit Long 4 5 5 Safety wire 4 5 5 Centering Spring Rubber Seal MHR/Eng/2 ' Page 335 of 642 ~· MOUNTING INSTRUCTION -TRIMMING PROCEDURE INSTALLATION TAILPIPE CONNECTOR I. Distance exhaust pipe-truck body 2. Exhaust pipe end 3. Tailpipe adapter/connector 4. Tailpipe bracket a) The distance between the middle point of the exhaust pipe and the body of the vehicle (I) must be at least: -75mm I 3" in all directions when using a 75mm I 3" system -I OOmm I 4" in all directions when using a I OOmm I 4" system -I 25mm I 5" in all directions, when using a I 25mm I 5" system This is checked before the tailpipe connector is attached. b) The exhaust pipe end (2) must be cut in a 90° angle and all sharp edges must be grinded off. c) The Tailpipe adapter/connector (3) is positioned on the exhaust pipe.When attached the minimum space between the tailpipe connector and the body of the vehicle should now be at least 15 mm I 0.6" from the top and both sides of the tailpipe adaptor. d) The exhaust pipe clamp (4) must be positioned within 500mm /20" from the exhaust pipe end (2). If not, the optional tailpipe bracket must be installed. (see: option: installing the tailpipe brackets) e) The exhaust pipe must be in a 90°angle to the truck body with a max inclination of 5°. TRUCK BODY (image for explanation only) MANJtAG_sar_ruv_suo_1 sos1111JN Please ensure that the position of the tailpipe connector is in line with EN 1846-2 which indicates l<""'"'""'.,.I the minimal distance from tailpipe connector to the road surface (differs per type of vehicle). f} The distance between the exhaust pipe and the wheel must be minimum 300mm /12". g) The tailpipe adapter shall be installed flush with the body of the vehicle in accordance to NFPA 1500. And be in line with EN-1846-2 regarding minimal clearance to the road. EXHAUST PIPE MODIFICATION PROCEDURE: OPTION: INSTALLING THE TAILPIPE REDUCER . In case you want to install a I 25mm I 5" connector and the vehicle uses a 4"( I OOmm) tailpipe you will have to install the tailpipe adaptor. the tailpipe adaptor is a part that adapts the 4"( I OOmm) tailpipe into a 5"( I 25mm) tailpipe to which the next part, the tailpipe connector can be installed. The tailpipe adaptor is positioned over the existing tailpipe and fixed using a 4" (I OOmm) tailpipe clamp which is included with the part. Product number: Please see your FIRE Price list for the correct product number. OPTION: INSTALLING THETAILPIPE BRACKET In order to ensure the tailpipe adaptor and/or tailpipe connec- tor is mounted firmly to the vehicle chassis it's recommended to use the tailpipe bracket . It has to be judged per vehicle and installation if this bracket is not needed. TRUCK BODY (image for-explanation only) '"" Page 336 of 642 JI 0. USER· AND MAINTENANCE INSTRUCTIONS OPERAT ING T H E MAGNETIC GRABBER® Connecting the Magnetic Grabber® When a vehicle returns to its bay the Magnetic Grabber® nozzle can easily be attached to the tailpipe adaptor/connector. The Magnetic Grabber® nozzle must be placed straight onto the tailpipe adapter/connector, but to connect it is easiest to first attache the top of the Magnetic Grabber® and then press down on the safety disconnect in order to attache the lower part of the Magnetic Grabber®. The conical design of the connection surface ensures safe and easy positioning. Disconnecting the Magnetic Grabber® a) Automatic disconnect The Magnetic Grabber® nozzle will disconnect automatically when the vehicle exits the bay. b) Manual disconnect To manually disconnect the Magnetic Grabber® nozzle; hold the safety disconnect with two hands and push it downwards. TOOLS NEEDED FOR INSTALLING THE MAGNETIC GRABBER® Magnetic Grabber® nozzle -Slotted screwdriver -size: 7 x 1.3 (mm) -0.3 x 0.05 (inch) or (Socket) Wrench -size: 8 (mm) -5116 (inch) Tailpipe adapter/connector -(Socket) Wrench -size: 13 (mm) -1/2 (inch) Tailpipe bracket -(Socket) Wrench -size: I 0 (mm) -3/8 (inch) -(Socket) Wrench -size: 16 (mm) -5/8 (inch) -(Socket) Wrench -size: 17 (mm) CLEANING INSTRUCTIONS To ensure your system operates in the optimal manner the product needs to be cleaned regularly. a) Make sure you keep the connection surface of the tailpipe adaptor clean of soot and other contaminations. b) Using a damp clothes (rubbing alcohol, degreaser; etc) wipe the connection surface of the Magnetic Grabber®. Best results if using something that evaporates. d) Using a damp clothes wipe the entire vertical face/sealed flange of the Tailpipe adapter. Diesel soot build-up will occur when idling or driving at slow speeds. Keeping these two components clean will ensure a good magnetic connection at all times. ""' Page 337 of 642 SECTION #3 Page 338 of 642PLYMOVENT CORPORATION 5 Corporate Drive, Cranbury, NJ 08512 Phone: 609-395-3500 SBT SUBMITTAL DATA -SINGLE TRACK TYPE SYSTEM PROJECT Plvmovent Vehicle Exhaust Removal System CITY. STATE Collee:e Station. Texas ADDRESS City of Collee:e Station Fire Department STATION# Station# 1 Air Cleaning Technologies, Inc. (800) 351-1858 ENGINEER 1300 West Detroit St. Broken Arrow, OK 74012 ARCIDTECT N/A DESIGN DATA TOTAL NUMBER NUMBER NUMBER TOTAL QUANTITY PART SYSTEM OF OF HOSE OF WEIGHT NUMBER LENGTH TRACKS SPLICES LENGTH SUPPORTS SYSTEM 1 SBTA-21 20 FT 1 0 25 FT 3 150 LBS. SBTA-31 30 FT 1.5 1 25 FT 3 166 LBS. Page 339 of 642PLYMOVENT CORPORATION 5 Corporate Drive, Cranbury, NJ 08512 Phone: 609-395-3500 STR SUBMITTAL DATA -STRAIGHT RAIL TYPE SYSTEM -ONE VEHICLE PROJECT Plymovent Vehicle Exhaust Removal System CITY, STATE Collel!:e Station. Texas ADDRESS Citv of Collel!:e Station Fire Department STATION# Station# 1 Air Cleaning Technologies, Inc. (800) 351-1858 ENGINEER 1300 West Detroit St Broken Arrow, OK 74012 ARCHITECT NIA DESIGN DATA QUANTITY PART NUMBER TOTAL NUMBER NUMBER OF HOSE NUMBER OF TOTAL SYSTEM OF RAILS SPLICES LENGTH SUPPORTS WEIGHT SYSTEM LENGTH STR-201 20' 1 0 20 FT. 2 257 LBS. STR-251 25' 1.25 1 20 FT. 2 298 LBS. STR-301 30' 1.5 1 20 FT. 3 339 LBS. STR-351 35' 1.75 1 20 FT. 4 383 LBS. STR-401 40' 2 1 20 FT. 4 423 LBS. STR-451 45' 2.25 2 20 FT. 5 447 LBS. STR-501 50' 2.5 2 20 FT. 5 516 LBS. STR-551 55' 2.75 2 20 FT. 6 558 LBS. 3 STR-601 60' 3 2 20 FT. 6 598 LBS. STR-651 65' 3.25 3 20 FT. 7 633 LBS. STR-701 70' 3.5 3 20 FT. 7 684 LBS. STR-751 75' 3.75 3 20 FT. 8 719 LBS. STR-801 80' 4 3 20 FT. 8 776 LBS. STR-851 85' 4.25 4 20 FT. 9 816 LBS. STR-901 90' 4.5 4 20 FT. 9 853 LBS. STR-951 95' 4.75 4 20 FT. 10 893 LBS. STR-1001 100' 5 4 20 FT. 10 940 LBS. Page 340 of 642 PLYMrJVENT® I clean air at work I TEV (60Hz) ~~~~~~~~~~~~~~~~~---' • • • TEV-359/3110/559/585/745/768 The TEV is a c:entraf extraction fan that is equipped with a lightweight aluminium impeller, making it suited to exhaust gases, volatile fumes and dust. Matched inlet and outlet areas, together with optimized Impellers, ensure even airflow, high capacity and low noise level. The fan Is intended and designed for mounting filter units and vehicle exhaust extraction systems. APPLICATIONS The TEV fans are intended to be used for the following applications: V • MIG-MAG/GMAW welding • TIG welding • FCAW welding • stick/MMAW welding • vehicle exhaust extraction systems Do not use the TEV fans for the following applications or in the following circumstances: X • aluminium laser cutting • extraction of aggressive fumes and gases (e.g. from acids, alkaline or soldering paste containing lithium) • extraction Of hot gases exceeding 176°F (80°C) continuously • grinding aluminium and magnesium • flame spraying • extraction of cement, saw dust, wood dust, etc. • explosive environments or explosive substances/gases SPECIFICATIONS • Physical dimensions and properties Material: •impeller •aluminum •housing • sheet metal Color housing gray (RAL 7011) Motor design NEMA Fan type centrifugal Impeller backward inclined Discharge position 90° rotatable Design conditions 68°F (20°C) at sea level J..,ax. airflow temperature 176°F (80°C) continuously • Performance Max. starts/stops per hour 20 (lph); 30 (3ph) • Ambient conditions Operating temperature: •min. • -4°F (-20°C) • nom. • 68°F (20°C) •max. • 176°F (80°C) Max. relative humidity 80% Storage conditions • -4 to 176°F (-20 to 80°C) • relative humidity max. 80% • Options and accessories Outlet transition from rectangular to round • TOL-250 • TEV-359/3110 • TOL:-315 • TEV-559/585 • TOL-400/500 • TEV-745/768 Soft connection for noise and vibration free connection to duct (to be Installed with outlet transition TOL) • SC-200 • TEV-359/3110 (inlet) • SC-250 • TEV-359/3110 (outlet) • TEV-559/585 (Inlet) • SC-315 • TEV-559/585 (outlet) • TEV-745/768 (Inlet) • SC-400 • TEV-746/768 (outlet) Vibration dampers to isolate noise and vibration in sensitive environments • TEV-AV/35 • TEV-359/3110/559/585 • TEV-AV/79 • TEV-745/768 Set consisting of TOL, 2 x SC and TEV-AV • TEV-KIT/3 • TEV-359/3110 • TEV-KIT/5 • TEV-559/585 • TEV-KIT/7 • TEV-745/768 • Scope of supply Extraction fan • Shipping data Number/package 1 APPROVALS/CERTIFICATES CE .HS Directive 2011/65/EC (RoHS) valid as of 8 June 2011 II! Plymovent certifies that the products shown herein are licensed to bear the AMCA Seal. .: The ratings shown comply with the require- ments of the AMCA Certified Ratings Program . e Certified motor Page 1/7 'i\I Certified motor Page 341 of 642 DIMENSIONS 11· G I · 1 E - I 0 0 fE:lJ I 0 I 0- r e 0 . I F A ...... B I 0- c ~ ~ 0 I 0 I ~ ~ II I I B J A H D in rn m II'. mm rn mn1 A 25.2 640 30.9 785 38.6 980 B 10.5 267 12.2 310 15.8 402 c 14.0 355 17.5 444 23.7 603 D 9.1 230 10.6 270 11.4 290 E 1"' motor 20.6 524 24.3 617 27.0 686 3,,. motor 19.4 494 23.1 588 27.1 688 F IZl 7.9 IZl 200 IZl 9 .8 IZl 250 Ill 12.4 IZl 315 G 12.3 312 15.0 380 18.1 460 H 8.0 204 9.6 244 10.4 264 I 6.4 163 8.0 202 9.5 242 J 6.3 160 7.9 200 8.7 220 Page 3/7 Page 342 of 642 Page 4/7 PRESSURE DROP 10 9 8 " 7 :!: 6 c 5 e. a. 4 3 2 1 0 ~ / ~ ~/ / r---... -..... --....-........._ ""' !'-.... ""' """- " '\" '\. 2 1,8 1,6 1,4 1,2 " 1 a. 0,8 ::c s: .§. 0,6 0,4 0,2 0 0 r--. 9 8 7 6 5 4 3 2 .... ---... __., ~,.... 5 4 "" ...... 3 -~ ""'" '\.. '\ a. 2 :r: ".... '\ I\ 0 0 500 1000 1500 2000 2500 0 0 500 1 ODO 1500 2000 2500 3000 cfm TEV-359 12 r--!--. _..,... ........ ~ r--. / ~ ['........._ v """ ""' 10 6,0 5,0 4,0 3,0 ~ 2 " """" "\ 2,0 1,0 TEV-3110 4 12 r-... 10 ~ 8 c 6 = "' v a. 4 2 -- / cfm .-"" """'- I'...........,, v I/~ ~ .......... !'-.. ""' "' '\ o M 0 0 1000 2000 3000 4000 5000 0 500 1000 1500 2000 2500 3000 3500 4000 4500 cfm cfm TEV-559 ......_ 20 18 16 14 ---........ 5' 12 ~ 10 :§. 8 a. 6 4 2 0 0 ~ __,,./ 1000 TEV-745 -..........lo.. ~ ----' 2000 3000 4000 cfm -r--_ ".... ' "' '\ 5000 6000 20 18 TEV-585 20 18 16 16 14 14 12 " 12 10!; ~ 10 / -............. _;::. K. ~ s a a a. 6 4 2 0 / 6 4 2 0 " 0 TEV-768 1000 2000 3000 4000 cfm ~I-..... " "'-.. ...... r--.... '\. '\ '\. 5000 6000 7000 7,0 6,0 5,0 4,0 a. ::c 3,0 2,0 1,0 0,0 20 18 16 14 12 a. 10 ::c 8 6 4 2 0 8000 Page 343 of 642 MOTOR SPECIFICATIONS TEV-359 J TEV-3110 J TEV-559 TEV-359 I TEV-3110 I nv-ssg Power 2 HP (1,S kW) 3 HP (2,2 kW) S HP (31 7 kW) Energy efficiency premium (NEMA) premium premium Rated voltage 115/208-208-230/ 575V 208-230 208-230/ 575V 208-230 208-230/ 575V 230V 460V 460V 460V No. of phases 1ph 3ph 3ph 1ph 3ph 3ph 1ph 3ph 3ph Frequency 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz Frame 56C 56C 56C 145T 145T 56C 184TC 184TC 184TC Poles 2 2 2 2 2 2 2 2 2 Rated speed 3450 rpm 3480 rpm 3600 rpm 3490 rpm 3460 rpm 3480 rpm 3500 rpm 3515 rpm 3485 rpm Slip Not Listed Not Usted 3.47% Not Listed Not Listed 3.33% Not Listed Not Listed 3.19% Rated current 20/11.4-10 5.2-4.8/2.4 3.10 A 14.38-13 A 8 .8-8/4 A 3.01 A 21.89-19.8 13.26-12/6 4.72A A A A A LR. Amperes 64.40 A 26.00 A 16.1 A 100 A 41 A@460V 25.6A 153 A 47A 35.9A @460V @230V @230V @230V II/In Not Listed Not Listed Not Listed 7.0 8.1 8.1 7.8 7.5 7.5 CodeJ CodeJ CodeJ CodeJ Code H Code H No load current 94.SA .95A 0.829 A 4.93 1.90 A 1.12A 8.00/4.00 A 4.40/2.20 A 1.76A @230V @460V @230V @460V Rated torque 3.00 ft-lbs 3.02 ft-lbs 3.02 ft-lbs 4.5 ft-lbs 4.55 ft-lbs 4.55 ft-lbs 7.52 ft-lbs 7.52 ft-lbs 7.52 ft-lbs (4.07 Nm) (4.09 Nm) (4.09 Nm) (6.10 Nm) (6.17 Nm) (6.17 Nm) (10.2 Nm) (10.2 Nm) (10.2 Nm) Locked rotor torque 250% 360% 229% 302% 399% 270% 216% 213% 229% Breakdown torque 260% 433% 380% 230% 360% 360% 260% 350% 350% Design L L A L B A L A B Insulation class F F F F F F F F F Temperature rise 90@100% 46@100% 80 K BO @100% 80 K 80 K 71 @100% 55@100% 80 K load load Load Load Locked rotor time 90.0 F@FL 17 s (hot) 11 s (hot) Not Listed Not Listed 6 s (hot) Not Listed Not Listed 25 s (hot) Service factor 1 1.15 1.15 1 1.15 1.15 1.15 1.25 1.25 Duty cycle Continuous Continuous Continuous Continuous Continuous Continuous Continuous Continuous S1 Ambient -4°F to -4°F to -4°F to ·4°F to -4°F to ·4°F to -4°F to -4°Fto -4°F to temperature 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F ID+40"C) ID+40'C) tD+40'C) tD+40'C) tD+40'C) ID+40'C) ID+40"C) tD+40'C) (-20"CID +40"C) Altitude 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) above sea above sea above sea above sea above sea above sea above sea above sea above sea level level level level level level level level level Enclosure IP43 (TEFC) IP43 (TEFC) IP55 (TEFC) IP55 (TEFC) IP55 (TEFC) IP55 (TEFC) IP55 (TEFC) IP55 (TEFC) IP55 {TEFC) Mounting Rigid/Fl Rlgld/Fl Rlgld/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl B34T Rotation both both both both both both both both both Preferred preset CCW, seen CCW, seen CCW, seen rotation direction from drive from drive from drive end side end side end side Approx. weight 45lb 35lb 32.3 lb 57lb 40.5 lb 106lb 100 lb 100 lb Not Listed (20,41 kg) (15,88 kg) (14,65 kg) (25,85 kg) (18,37 kg) (48,08 kg) (45,36 kg) (45,36 kg) Moment of Inertia Not Listed Not Listed 0.0963 sq.ft. Not Listed Not Listed 0.1279 sq.ft. Not Listed Not Listed 0.2233 sq.It lb (0.0133 lb (0.0177 lb (0.0309 kgmz) kgm2 ) kgmZ) Sound pressure Not Listed Not Listed 68.0 dB(A) Not Listed Not Listed 68.0 dB(A) Not Listed Not Listed 69.0 dB{A) level (global) Foundation loads: Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed • max. traction • max. compression Load: 100% • Power factor 87.0o/o 87.lo/o 90.0% 91.0 % 81.0o/o 90.0% 98% 89.5% 89% • Efficiency 73% 88.4% 80.0% 82.4% 86.9% 81.5% 82.5% 88.5% 88.5% Load: 75% • Power factor 81.7% 86.7% 86% 88.2% 79.2% 86.0% 98.1% 87.5% 85.0% • Efficiency 72.9% 82.1% 78.5% 81.3% 85.6% 81.5% 81.3% 89.1% 88.5% Load: 50% • Power factor 71.8% 85.5% 76% 81% 67.6% 76% 97.8% 81.1 o/o 76% Page 5/7 • Efficiency 71% 72.2% 75.5% 77.4% 83.2% 80% 77.4% 87.9% 86.5% Page 344 of 642 MOTOR SPECIFICATIONS TEV-585 I TEV-745 I TEV-768 TEV-585 TEV-745 I TEV -768 Power 7.5 HP (51 5 kW) 10 HP (7,5 kW) 15 HP {11 kW) Energy efficiency premium premium premium (NEMA) Rated voltage 208-230/ 208-230/ 575V 208-230 208-230/ 575V 208-230/ 575V 460V 460V 460V 460V No. of phases lph 3ph 3ph lph 3ph 3ph 3ph 3ph Frequency 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz Frame 213TC 213TC 213/STC 215TC 215TC 213/STC 254Tc 254/6TC Poles 2 2 2 2 2 2 2 2 Rated speed 3465 rpm 3450 rpm 3520 rpm 3500 rpm 3535 rpm 3520 rpm 3545 rpm 3530 rpm Slip 3.06% 3.19% 2.22% Not Listed Not Listed 2.22% Not Listed 1.95% Rated current 36-32 A 19.68-17.8/ 7.01 A 44-41.5 A 26.1-23.6/ 9.28 A 39.25-13.8A 8.9 A 11.8 A 35.5/17.8 A L. R. Amperes 189 A230V 63.5A@460V 50.5 A 249 A@230V 80A@460V 66.8A 114A@460V 92.2A I Vin 7.8 8.2 8.2 6.8 7.2 7.2 7.6 7.6 CodeJ CodeJ CodeJ Code G Code H Code H Code H Code H No load current 8.36A 3.20A@460V 2.16A 9.00 @230V 3.5A@460V 2.72A 6.50 A@460V 4.80 A Rated torque 11.30 ft-lbs 11.10 ft-lbs 11 ft-lbs 15 ft-lbs 14.9 ft-lbs 14.7 ft-lbs 22.2 fl:·lbs 22 ft-lbs (15.30 Nm) (15.05 Nm) (14.91 Nm) (20.33 Nm) (20.20 Nm) (19.93 Nm) (30.10 Nm) (29.83 Nm) Locked rotor torque 280% 270% 270% 220% 210% 210% 240% 240% Breakdown torque 165% 216% 210% 173% 201% 220% 167% 220% Design L B B L B B B B Insulation class F F F F F F F F Temperature rise 80 @100% 80 K 80 K 85 @100% 85 @100% 80 K 85 @100% 80 K Load Load; 115 Load; 115 Load; 115@ @115% Load @115% Load 115% Load Locked rotor tlme 8 s (hot) Not Listed Not Listed Not Listed Not Listed 24 s (hot) 14 s (hot) 25 s (hot) Service factor 1 1.15 1.15 1 1.15 1.25 1.15 1.25 Duty cycle Continuous Continuous Contlnuous Continuous Continuous Continuous Continuous Continuous Ambient -4°F to 104°F -4°F to 104°F ·4°F to 104°F ·4°F to -4°F to 104°F -4°F to •4°F to 104°F -4°F to 104°F temperature (·20°C to (-20°C to (·20°C to 104°F (·20°C (-20°C to 104°f (·20°C (-20°C to (-200CID +40°C) +40°C) +40°C) to +40°C) +40°C) ID +4QDC) +40°C) +40"C) Altitude 3280 fl: (1000 3280 ft (1000 3280 fl: (1000 3280 ft 3280 ft (1000 3280 ft 3280 ft (1000 3280 ft (1000 m) above sea m) above sea m) above sea (1000 m) m) above sea (1000 m) m) above sea m) above sea level level level above sea level above sea level level level level Enclosure IP43 (TEFC) IP43 (TEFC) IP55 (TEFC) IP43 (TEFC) IP43 (TEFC) IP55 (TEFC) IP55 (TEFC) IP55 (TEFC) Mounting Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rotation both both both both both both both both Preferred preset CCW, seen CCW, seen rotation direction from drive end from drive side end side Approx. weight 150 lbs 160lbs 1561bs 152 lbs 175 lbs 174 lbs 208 lbs 260lbs {68.04 kg) (72.57 kg) (70.76 kg) (68.95 kg) (79.37 kg) (78.93 kg) (94.35 kg) (118 kg) Moment of inertia Not Listed Not Listed 0.4665 sq.fl:. Not Listed Not Listed 0.6362 sq.fl:. Not Listed 1.26 sq.ft.lb lb (0.0645 lb (0.0880 (0.1742 kgm2 kgm 2 ) kgm 2 ) Sound pressure Not Listed 69.0 dB(A) 69.0 dB(A) Not Listed 72.0 dB(A) 72.0 dB(A) 72.0 dB(A) 72.0 dB(A) level (global) Foundation loads: Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed • max. traction • max. compression Load: 100% • Power factar 93.5% 87% 88% 93.2% 87% 90% 87% 88% • Efficiency 81.5% 92.2% 89.5% 83.8% 91.7% 90.2% 91% 91% Load: 75% • Power factor 90.4% 83% 84% 92.9% 92.4% 87% 83.5% 85% • Efficiency 77.8% 89.5% 89.5% 83.9% 86.9% 90.2% 91.0% 91% Load: 50% • Power factor 87% 74.5% 75% 90.3% 78.5% 79% 70.5% 77% • Efficiency 80% 86.5% 87.5% 81.3% 91.7% 89.5% 90.6% 89.5% Page 6/7 Page 345 of 642 NOISE LEVEL 0 84 78 74 72 1 83 77 73 71 2 82 76 72 70 3 82 76 72 70 4 80 74 70 68 0 87 81 77 75 ~ 1 86 80 76 74 .-1 M 2 86 80 76 74 > t------t----+----+---t------1 ~ 3 86 80 76 74 4 86 80 76 74 0 88 82 78 76 1 89 83 79 77 en :g 2 89 83 79 77 ~ l---3---l--8-9 ____ 8_3_+--79--1--7-7---1 I-4 88 82 78 76 5 88 82 78 76 0 95 89 85 83 1 95 89 85 83 in ~ 2 94 88 84 82 > 1---3---1>---9-4_....__8_8_+--84--1--8-2~ ~ t---4---t--9-3 ____ 8_7_+-_83---t--8-1---1 5 92 86 82 80 0 92 86 82 80 ~ 2 91 85 81 79 ":-4 90 84 80 78 ~ 1------1---4-----+---t------1 I-6 89 83 79 77 8 89 83 79 77 0 97 91 87 85 Authorized Plymovent Distributor: r------------------------2 96 90 86 84 4 95 89 85 83 , i AIR CLEANING TECHNOLOGIES, INC. j 1300 West Detroit I Broken Arrow, OK 74012 ' (918) 251-8000. (800) 351-1858 j www.aircleaningtech.com j l I L----·-----~------·-----_J 6 95 89 85 83 8 95 89 85 83 Page 7/7 Page 346 of 642PLYMOVENT CORPORATION 5 Corporate Drive, Cranbury, NJ 08512 Phone: 609-395-3500 SBT SUBMITTAL DATA -SINGLE TRACK TYPE SYSTEM PROJECT Plymovent Vehicle Exhaust Removal Svstem CITY, STATE College Station, Texas ADDRESS City of College Station Fire Department STATION# Station# 2 Air Cleaning Technologies, Inc. (800) 351-1858 ENGINEER 1300 West Detroit St. Broken Arrow, OK 74012 ARCHITECT NIA DESIGN DATA TOTAL NUMBER NUMBER NUMBER TOTAL QUANTITY PART SYSTEM OF OF HOSE OF WEIGHT NUMBER LENGTH TRACKS SPLICES LENGTH SUPPORTS SYSTEM 4 SBTA-21 20 FT 1 0 25 FT 3 150 LBS. SBTA-31 30 FT 1.5 1 25 FT 3 166 LBS. Page 347 of 642 PLYMrJVENT® clean air at work I TEV (60Hz) TEV-359/3110/559/585/745/768 The TEV is a central extraction fan that is equipped with a lightweight aluminium impeller, making it suited to exhaust gases, volatile fumes and dust. Matched inlet and outlet areas, together with optimized impellers, ensure even airflow, high capacity and low noise level. The fan is intended and designed for mounting filter units and vehicle exhaust extraction systems. APPLICATIONS The TEV fans are intended to be used for the following applications: V • MIG-MAG/GMAW welding • TIG welding • FCAW welding • stick/MMAW welding • vehicle exhaust extraction systems Do not use the TEV fans for the following applications or in the following circumstances: X • aluminium laser cutting • extraction of aggressive fumes and gases (e.g. from acids, alkaline or soldering paste containing lithium) • extraction of hot gases exceeding 176°F (80°C) continuously • grinding aluminium and magnesium • flame spraying • extraction of cement, saw dust, wood dust, etc. • explosive environments or explosive substances/gases SPECIFICATIONS • Physical dimensions and properties Material: •impeller •aluminum •housing • sheet metal Color housing gray (RAL 7011) Motor design NEMA Fan type centrifugal Impeller backward inclined Discharge position 90° rotatable Design conditions 68°F (20°C) at sea level Max. airflow temperature 176°F (80°C) continuously • Performance Max. starts/stops per hour 20 (lph); 30 (3ph) • Ambient conditions Operating temperature: • min. • -4°F (-20°C) • nom. • 68°f (20°C) •max. • 176°F (80°C) Max. relative humidity 80% Storage conditions • -4 to 176°F (-20 to 80°C) • relative humidity max. 80% Page 1/7 I • • • Options and accessories Outlet transition from rectangular to round • TOL-250 • TEV-359/3110 • TOL-315 • TEV-559/585 • TOL-400/500 • TEV-745/768 Soft connection for noise and vibration free connection to duct (to be installed with outlet transition TOL} • SC-200 • TEV-359/3110 (inlet) • SC-250 • TEV-359/3110 (outlet) • TEV-559/585 (inlet) • SC-315 • TEV-559/585 (outlet) • TEV-745/768 (inlet) • SC-400 • TEV-746/768 (outlet) Vibration dampers to isolate noise and vibration in sensitive environments • TEV-AV/35 • TEV-359/3110/559/585 • TEV-AV/79 • TEV-745/768 Set consisting of TOL, 2 x SC and TEV-AV • TEV-KIT/3 • TEV-359/3110 • TEV-KIT/5 • TEV-559/585 • TEV-KIT/7 • TEV-745/768 • Scope of supply Extraction fan • Shipping data Number/package 1 APPROVALS/CERTIFICATES (€ Directive 2011/65/EC (RoHS) valid as of 8 oHS June 2011 ~ Plymovent certifies that the products shown herein are licensed to bear the AMCA Seal. ~ The ratings shown comply with the require- ments of the AMCA Certified Ratings Program. ~ Certified motor 'i\I Certified motor Page 348 of 642PLYMOVENT CORPORATION 5 Corporate Drive, Cranbury, NJ 08512 Phone: 609-395-3500 SBT SUBMITTAL DATA -SINGLE TRACK TYPE SYSTEM PROJECT Plymovent Vehicle Exhaust Removal System CITY, STATE Colleee Station, Texas ADDRESS City of Colleee Station Fire Department STATION# Station# 4 Air Cleaning Technologies, Inc. (800) 351-1858 ENGINEER 1300 West Detroit St. Broken Arrow, OK 74012 ARCHITECT NIA DESIGN DATA TOTAL NUMBER NUMBER NUMBER TOTAL QUANTITY PART SYSTEM OF OF HOSE OF WEIGHT NUMBER LENGTH TRACKS SPLICES LENGTH SUPPORTS SYSTEM SBTA-21 20 FT 1 0 25 FT 3 150 LBS. 1 SBTA-31 30 FT 1.5 1 25 FT 3 166 LBS. Page 349 of 642PLYMOVENT CORPORATION 5 Corporate Drive, Cranbury, NJ 08512 Phone: 609-395-3500 VSR SUBMITTAL DATA -VERTICAL STACK TYPE SYSTEM -ONE VEHICLE PROJECT Plymovent Vehicle Exhaust Removal System CITY STATE Colle2e Station. Texas ADDRESS Citv of Collel!e Station Fire Department STATION# Station# 4 Air Cleaning Technologies, Inc. (800) 351-1858 ENGINEER 1300 West Detroit Broken Arrow, OK 74012 ARCHITECT NIA DESIGN DATA QUANTITY PART NUMBER TOTAL SYSTEM NUMBER NUMBER OF NUMBER OF TOTAL LENGTH OF RAILS SPLICES SUPPORTS WEIGHT SYSTEM VSR-101B 10' 0.5 0 2 144 LBS. VSR-201B 20' 1 0 2 214 LBS. 1 VSR-301B 30' 1.5 1 3 306 LBS. VSR-401B 40' 2 1 4 394 LBS. VSR-401D 40' 2 1 4 418 LBS. VSR-501B 50' 2.5 2 4 466 LBS. VSR-501D 50' 2.5 2 4 490 LBS. VSR-601B 60' 3 2 5 560 LBS. 1 VSR-601D 60' 3 2 5 603 LBS. VSR-701B 70' 3.5 3 6 651 LBS. VSR-701D 70' 3.5 3 6 694 LBS. VSR-801B 80' 4 3 7 747 LBS. VSR-801D 80' 4 3 7 780 LBS. VSR-901B 90' 4.5 4 8 835 LBS. VSR-901D 90' 4.5 4 8 879 LBS. VSR-1001B 100' 5 4 10 922 LBS. VSR-1001D 100' 5 4 10 965 LBS. Page 350 of 642PLYMOVENT CORPORATION 5 Corporate Drive, Cranbury, NJ 08512 Phone: 609-395-3500 STR SUBMITTAL DATA -STRAIGHT RAIL TYPE SYSTEM -ONE VEIDCLE PROJECT Plymovent Vehicle Exhaust Removal System CITY, STATE College Station, Texas ADDRESS City of College Station Fire Department STATION# Station# 4 Air Cleaning Technologies, Inc. (800) 351-1858 ENGINEER 1300 West Detroit St Broken Arrow, OK 74012 ARCHITECT NIA DESIGN DATA QUANTITY PART NUMBER TOTAL NUMBER NUMBER OF HOSE NUMBER OF TOTAL SYSTEM OF RAILS SPLICES LENGTH SUPPORTS WEIGHT SYSTEM LENGTH STR-201 20' 1 0 20 FT. 2 257 LBS. STR-251 25' 1.25 1 20 FT. 2 298 LBS. STR-301 30' 1.5 1 20 FT. 3 339 LBS. STR-351 35' 1.75 1 20 FT. 4 383 LBS. STR-401 40' 2 1 20 FT. 4 423 LBS. STR-451 45' 2.25 2 20 FT. 5 447 LBS. STR-501 50' 2.5 2 20 FT. 5 516 LBS. STR-551 55' 2.75 2 20 FT. 6 558 LBS. STR-601 60' 3 2 20 FT. 6 598 LBS. 1 STR-651 65' 3.25 3 20 FT. 7 633 LBS. STR-701 70' 3.5 3 20 FT. 7 684 LBS. STR-751 75' 3.75 3 20 FT. 8 719 LBS. STR-801 80' 4 3 20 FT. 8 776 LBS. STR-851 85' 4.25 4 20 FT. 9 816 LBS. STR-901 90' 4.5 4 20 FT. 9 853 LBS. STR-951 95' 4.75 4 20 FT. 10 893 LBS. STR-1001 100' 5 4 20 FT. 10 940 LBS. Page 351 of 642 PLYMrJVENT® clean air at work I TEV (60Hz) TEV-359/3110/559/585/745/768 The TEV is a central extraction fan that is equipped with a lightweight aluminium impeller, making It suited to exhaust gases, volatile fumes and dust. Matched Inlet and outlet areas, together with optimized impellers, ensure even airflow, high capacity and low noise level. The fan Is Intended and designed for mounting filter units and vehicle exhaust extraction systems. APPLICATIONS The TEV fans are Intended to be used for the following applications: ..,/ • MIG-MAG/GMAW welding • TIG welding • FCAW welding • stick/MMAW welding • vehicle exhaust extraction systems Do not use the TEV fans for the following applications or in the following circumstances: X • aluminium laser cutting • extraction of aggressive fumes and gases (e.g. from acids, alkaline or soldering paste containing lithium) • extraction of hot gases exceeding 176°F (S0°C) continuously • grinding aluminium and magnesium • flame spraying • extraction of cement, saw dust, wood dust, etc. • explosive environments or explosive substances/gases SPECIFICATIONS • Physical dimensions and properties Material: •impeller •aluminum •housing • sheet metal Color housing gray (RAL 7011) Motor design NEMA Fan type centrifugal Impeller backward Inclined Discharge position 90° rotatable Design conditions 68°F (20°C) at sea level Max. airflow temperature 176°F (80°C) continuously • Performance Max. starts/stops per hour 20 (lph); 30 (3ph) • Ambient conditions Operating temperature: •min. • -4°F (-20°C) • nom. • 68°F (20°C) •max. • 176°F (80°C) Max. relative humidity 80% Storage conditions • -4 to 176°F (-20 to 80°C) • relative humidity max. 80% Page 1/7 • Options and accessories Outlet transition from rectangular to round • TOL-250 • TEV-359/3110 • TOL-315 • TEV-559/585 • TOL-400/500 • TEV-745/768 I • • • Soft connection for noise and vibration free connection to duct (to be Installed with outlet transition TOL) • SC-200 • TEV-359/3110 (inlet) • SC-250 • TEV-359/3110 (outlet) • TEV-559/585 (Inlet) • SC-315 • TEV-559/585 (outlet) • TEV-745/768 (Inlet) • SC-400 • TEV-746/768 (outlet) Vibration dampers to isolate noise and vibration in sensitive environments • TEV-AV/35 • TEV-359/3110/559/585 • TEV-AV/79 • TEV-745/768 Set consisting ofTOL, 2 x SC and TEV-AV • TEV-KIT/3 • TEV-359/3110 • TEV-KIT/5 • TEV-559/585 • TEV-KIT/7 • TEV-745/768 • Scope of supply Extraction fan • Shipping data Number/package 1 APPROVALS/CERTIFICATES CE: .HS Directive 2011/65/EC (RoHS) valid as of 8 June 2011 E Plymovent certifies that the products shown herein are licensed to bear the AMCA Seal. The ratings shown comply with the require- ments of the AMCA Certified Ratings Program. <I Certified motor 'i\I Certified motor Page 352 of 642 DIMENSIONS E I 0 0 tri1 I 0 I 01-- -- 8 0 . I F A '-6 I 0 '--- c g g 0 I 0 I ~ ~ I B J A H D TEV-359 I TEV-3110 TEV-559 I TEV-585 TEV-745 I TEV-768 A 25.2 640 30.9 785 38.6 980 B 10.5 267 12.2 310 15.8 402 c 14.0 355 17.5 444 23.7 603 D 9.1 230 10.6 270 11.4 290 E 1"' motor 20.6 524 24.3 617 27.0 686 3,., motor 19.4 494 23.1 588 27.1 688 F Ql 7.9 Ql 200 Ql 9.8 Ql 250 Ql 12.4 Ql 315 G 12.3 312 15.0 380 18.1 460 H 8.0 204 9.6 244 10.4 264 I 6.4 163 8.0 202 9.5 242 J 6 .3 160 7.9 200 8.7 220 Page 3/7 www .plymovent.com Page 353 of 642 DIMENSIONS ii-' I G E . I I 0 0 rr==11 I 0 I o~ / B 0 . I F A B I O~ c ~ ~ 0 I 0 I ~ ~ I B J A H D TEV-359 ( TEV-3110 TEV-559 ( TEV-585 TEV-745 I TEV-768 A 25.2 640 30.9 785 38.6 980 8 10.5 267 12.2 310 15.8 402 c 14.0 355 17.5 444 23.7 603 D 9.1 230 10.6 270 11.4 290 E l"' motor 20.6 524 24.3 617 27.0 686 3.., motor 19.4 494 23.1 588 27.l 688 F 1217.9 121200 1219.8 121250 12112.4 121315 G 12.3 312 15.0 380 18.1 460 H 8.0 204 9.6 244 10.4 264 I 6.4 163 8.0 202 9.5 242 J 6.3 160 7.9 200 8.7 220 Page 3/7 Page 354 of 642 Page 4/7 PRESSURE DROP 10 9 B S' 7 ;: 6 c 5 c It 4 3 2 1 0 .....__ I/ .--- ~ .,/ /-r---....... "'"'- ""' ................ 0 500 1000 1500 cfm TEV-359 12 r--. r-....._ ~ ~ / ~ ~ 10 v "-r-. ""' I\. 2 --I"-. " """ "'"' " 2000 --- "'r-. "\ 2 1,8 1,6 1,4 1,2 1 D.. 0,8 :c 0,6 0,4 0,2 0 2500 6,0 5,0 4,0 3,0 ~ 2.0 1,0 S' ~ :§. Ill ll. 0 1 9 B 7 6 5 4 3 2 - ~ 0 0 TEV-3110 14 2 o M 0 500 1000 1500 2000 2500 3000 3500 4000 4500 TEV-559 20 18 16 14 S' 12 ~ 10 :.§. 8 as ~ __,,/ cfm ---. -........... "' ---.......... ,_,,,..------"'-.. "'- " TEV-585 20 18 16 20 18 16 14 14 12 6' 12 10~ ~ 10 8 .§. 8 a. 6 4 2 o / ,,,,. 5 4 ~r--.. "'-..... 3 --!"".. __.,.. .....-""-__.,.. .....-'\ D.. 2 ::r: "'-.... " '\ 0 500 1000 1500 2000 2500 3000 cfm 1000 2000 3000 4000 cfm ~ r----..... ..., '<:. -~ ......... / "-... "' ' 5000 ---- ' " I\. \ 7,0 6,0 5,0 4,0 II. 3,0 2,0 1,0 0,0 20 18 18 14 12 :c II. 10 ::r: 8 6 4 2 0 4 2 0 \ 6 4 2 0 0 1000 2000 3000 4000 5000 6000 7000 8000 0 1000 2000 3000 4000 5000 6000 cfm cfm TEV-745 TEV-768 Page 355 of 642 MOTOR SPECIFICATIONS TEV-359 I TEV-3110 I TEV-559 TEV-359 I TEV-3110 I TEV-559 Power 2 HP {11 5 kW) 3 HP (2,2 kW) 5 HP (3,7 kW) Energy efficiency premium premium premium (NEMA) Rated voltage 115/208-208-230/ 57SV 208-230 208-230/ 57SV 208-230 208-230/ 575V 230V 460V 460V 460V No. of phases 1ph 3ph 3ph lph 3ph 3ph lph 3ph 3ph Frequency 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz Frame 56C 56C 56C 145T 145T 56C 184TC 184TC 184TC Poles 2 2 2 2 2 2 2 2 2 Rated speed 3450 rpm 3480 rpm 3600 rpm 3490 rpm 3460 rpm 3480 rpm 3500 rpm 3515 rpm 3485 rpm Slip Not Listed Not Usted 3.47% Not Listed Not Usted 3.33% Not Listed Not Usted 3.19% Rared current 20/11.4-10 5.2-4.8/2.4 3.lOA 14.38-13 A 8.8-8/4 A 3.01 A 21.89-19.8 13.26-12/6 4.72A A A A A LR. Amperes 64.40 A 26.00 A 16.lA 100 A 41 A @460V 25.6A 153 A 47A 35.9A @460V @230V @230V @230V II/In Not Listed Not Listed Not Listed 7.0 8.1 8.1 7.8 7.5 7.5 Codel Code J Codel Codel Code H Code H No load current 94.5A .95A 0.829 A 4.93 1.90 A 1.12 A 8.00/4.00 A 4.40/2.20 A 1.76A @230V @460V @230V @460V Rated torque 3.00 ft-lbs 3.02 ft-lbs 3.02 ft-lbs 4.5 ft-lbs 4.55 ft-lbs 4.55 ft-lbs 7 .52 ft-lbs 7.52 ft-lbs 7.52 ft-lbs {4.07 Nm) (4.09 Nm) (4.09 Nm) (6.10 Nm) (6.17 Nm) (6.17 Nm) (10.2 Nm) {10.2 Nm) (10.2 Nm) Locked rotor torque 250% 360% 229% 302% 399% 270% 216% 213% 229% Breakdown torque 260% 433% 380% 230% 360% 360% 260% 350% 350% Design L L A L B A L A B Insulation class F F F F F F F F F Temperature rise 90 @100% 46@100% 80 K 80@100% 80 K 80 K 71 @100% 55 @100% 80 K load load Load Load Locked rotor time 90.0 F@FL 17 s (hot) 11 s (hot) Not Listed Not Listed 6 s (hot) Not Listed Not Listed 25 s (hot) Service factor 1 1.15 1.15 1 1.15 1.15 1.15 1.25 1.25 Duty cycle Continuous Continuous Continuous Continuous Continuous continuous Continuous Continuous 51 Ambient -4°F to ·4°F to -4°Fto -4°F to -4°F to ·4°F to -4°F to -4°Fto -4°F to temperature 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F (-2D"C 104°F (-20"C 104°F (-20"C 104°F (-20"C 104°F tc+40"C) ID+40"C) tc+40"C) ID+40"C) ID+40"C) to+40"C) tc+40"C) ID+40"C) (-20"CID +40"C) Altitude 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft 3280 ft (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) (1000 m) above sea above sea above sea above sea above sea above sea above sea above sea above sea level level level level level level level level level Enclosure IP43 (TEFC) IP43 (TEFC) IPSS (TEFC) IPSS (TEFC) IPSS (TEFC) IP55 (TE FC) IPSS (TEFC) !PSS (TEFC) IPSS (TEFC) Mounting Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl B34T Rotation both both both both both both both both both Preferred preset CCW, seen C~, seen CCW, seen rotation direction from drive from drive from drive end side end side end side Approx. weight 451b 3Slb 32.3 lb 571b 40.5 lb 1061b 1001b 100 lb Not Listed (20,41 kg) (15,88 kg) (14,65 kg) (25,85 kg) (18,37 kg) (48,08 kg) (45,36 kg) (45,36 kg) Moment of Inertia Not Listed Not Listed 0.0963 sq.ft. Not Listed Not Listed 0.1279 sq.ft. Not Listed Not Usted 0.2233sq.~ lb (0.0133 lb (0.0177 lb (0.0309 kgm2) kgm2) kgm2) Sound pressure Not Listed Not Usted 68.0 dB(A) Not Listed Not Listed 68.0 dB(A) Not Listed Not Listed 69.0 dB(A) level (global) Foundation loads; Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not listed • max. traction • max. compression Load: 100% • Power factor 87.0% 87.1% 90.0% 91.0 % 81.0o/o 90.0% 98% 89.5% 89% • Efficiency 73% 88.4% 80.0o/o 82.4% 86.9% 81.5% 82.5% 88.5% 88.5% Load: 75% • Power factor 81.7% 86.7 o/o 86% 88.2% 79.2% 86.0% 98.1% 87.5% 85.0o/o • Efficiency 72.9% 82.1% 78.5% 81.3% 85.6% 81.5% 81.3% 89.1% 88.5% Load: 50% • Power factor 71.8% 85.So/o 76% 81% 67.6% 76% 97.8% 81.lo/o 76% Page 5/7 • Efficiency 71% 72.2% 75.5% 77.4% 83.2% 80% 77.4% 87.9% 86.5% Page 356 of 642 MOTOR SPECIFICATIONS TEV-585 I TEV-745 I TEV-768 TEV-585 I TEV-745 I TEV-768 Power 7,5 HP (5,5 kW) 10 HP (7,5 kW) 15 HP (11 kW) Energy efficiency premium premium premium (NEMA) Rated voltage 208-230/ 208-230/ 575V 208-230 208-230/ 575V 208-230/ 575V 460V 460V 460V 460V No. of phases lph 3ph 3ph lph 3ph 3ph 3ph 3ph Frequency 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz 60Hz Frame 213TC 213TC 213/STC 215TC 21STC 213/STC 254Tc 254/6TC Poles 2 2 2 2 2 2 2 2 Rated speed 3465 rpm 3450 rpm 3520 rpm 3SOO rpm 3S35 rpm 3520 rpm 3545 rpm 3S30 rpm Slip 3.06% 3.19% 2.22% Not Listed Not Listed 2.22% Not Listed 1.95% Rated current 36·32 A 19.68-17.8/ 7.01 A 44·41.S A 26.1·23.6/ 9.28A 39.25· 13.BA 8.9A 11.8A 35.5/17.8 A L. R. Amperes 189 A 230V 63.SA@460V SO.SA 249 A@230V 80A@460V 66.8 A 114A@460V 92.2A II/In 7.8 8.2 8.2 6.8 7.2 7.2 7.6 7.6 CodeJ CodeJ CodeJ Code G Code H Code H Code H Code H No load current 8.36A 3.20 A@460V 2.16A 9.00 @230V 3.S A@460V 2.72A 6.50 A@460V 4.80 A Rated torque 11.30 ft-lbs 11.10 ft·lbs 11 ft-lbs lS ft·lbs 14.9 ft-lbs 14.7 ft·lbs 22.2 ft-lbs 22 It-lbs (15.30 Nm) (15.0S Nm) (14.91 Nm) (20.33 Nm) (20.20 Nm) (19.93 Nm) (30.10 Nm) (29.B3 Nm) Locked rotor torque 280% 270% 270% 220% 210% 210% 240% 240% Breakdown torque 16S% 216% 210% 173% 201% 220% 167% 220% Design L B B L B B B B Insulation class F F F F F F F F Temperature rise 80 @100% BOK 80 K B5@100% BS @100% 80 K 8S @100% BOK Load Load; llS Load; 115 Load; 115@ @115% Load @115% Load 11S% Load Locked rotor time 8 s {hot) Not Listed Not Listed Not Listed Not Listed 24 s (hot) 14 s (hot) 25 s (hot) Service factor 1 1.15 1.lS 1 1.15 1.25 1.15 1.25 Duty cycle Continuous Continuous Continuous Continuous Contlnuous Continuous Continuous Continuous Ambient -4°F to 104°F ·4°F to 104°F ·4°F to 104°F ·4°F to ·4°F to 104°F ·4°F to ·4°F to 104°F ·4°F to 104°F temperature (-20°C to (-20°C to (-20°C to 104°F (-20°c (·20°C to 104°F (·20°C (-20°C to (·200Ctc +40°C) +40°C) +4QOC) to +40°C) +4QOC) to+4QOC) +40°C) +4QOC) Altitude 3280 ft (1000 3280 ft (1000 3280 ft {1000 3280 ft 32BO It (1000 32BO ft 32BO ft (1000 3280 It (1000 m) above sea m) above sea m) above sea (1000 m) m) above sea (1000 m) m) above sea m) above sea level level level above sea level above sea level level level level Enclosure IP43 (TEFC) IP43 (TEFC) IP55 (TEFC) IP43 (TEFC) IP43 (TEFC) IP55 (TEFC) IP55 (TEFC) !PSS (TEFC) Mounting Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rigid/Fl Rig id/Fl Rotation both both both both both both both both Preferred preset CCW, seen ccw, seen rotation direction from drive end from drive side end side Approx. weight 1501bs 160 lbs 1S6 lbs 1S2 lbs 1751bs 174 lbs 208 lbs 260lbs (68.04 kg) (72.57 kg) (70.76 kg) (6B.9S kg) (79.37 kg) (78.93 kg) (94.3S kg) (118 kg) Moment of inertia Not Listed Not Listed 0.4665 sq.ft. Not Listed Not Listed 0.6362 sq.ft. Not Listed 1.26 sq.It.lb lb (0.0645 lb (0.08BO (0.1742 kgm2 kgm 2 ) kgm 2 ) Sound pressure Not Listed 69.0 dB(A) 69.0 dB(A) Not Listed 72.0 dB(A) 72.0 dB(A) 72.0 dB(A) 72.0 dB(A) level (global) Foundation loads: Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed Not Listed • max. traction • max. compression Load: 100% • Power factar 93.S% 87% 88% 93 .2% 87% 90% 87% 88% • Efficiency 81.5% 92.2% 89.S% 83.8% 91.7% 90.2% 91% 91% Load: 7S% • Power factor 90.4% 83% B4% 92.9% 92.4% 87% 83.5% 85% • Efficiency 77.8% 89.S% 89.5% 83.9% 86.9% 90.2% 91.0% 91% Load: SO% • Power factor B7% 74.S% 7So/a 90.3% 78.5% 79% 70.5% 77% • Efficiency BO% 86.S% B7.5% 81.3% 91.7% 89.S% 90.6% 89.5% Page 6/7 Page 357 of 642 NOISE LEVEL 0 84 78 74 72 OI 1 83 77 73 71 in l'1 2 82 76 72 70 I > w 3 82 76 72 70 I- 4 80 74 70 68 0 87 81 77 75 0 1 86 80 76 74 ..i ..i l'1 2 86 80 76 74 I > 3 86 80 76 74 w I- 4 86 80 76 74 0 88 82 78 76 1 89 83 79 77 en in 2 89 83 79 77 in I > 3 89 83 79 77 w I-4 88 82 78 76 5 88 82 78 76 0 95 89 85 83 1 95 89 85 83 in CIO 2 94 88 84 82 in > 3 94 88 84 82 w I-4 93 87 83 81 5 92 86 82 80 0 92 86 82 80 in 2 91 85 81 79 "ii' " 4 90 84 80 78 I > w 6 89 83 79 77 I- 8 89 83 79 77 0 97 91 87 85 Authorized Plymovent Distributor: CIO 2 96 90 86 84 ------··-··--__, ------ IO r-------.. " 4 95 89 85 83 I > w 6 95 89 85 83 AIR CLEANING TECHNOLOGIES, INC. I-I I 8 95 89 85 83 I 1300 West Detroit i Broken Arrow, OK 74012 i (918) 251-8000. (800) 351-1858 I www.aircleaningtech.com l_. ____________ Page 7/7 Page 358 of 642 SECTION #4 Page 359 of 642 PLYMrJVENT® clean air at work EN Control Box I OS-3 AUTOMATIC SYSTEM CONTROL EN User manual PLYMrJVENT• ...... ~-----,.. ................. ._ ..... ",.. ......... ~ ..... ...... -- l - " DA ~<C.I !- ~""'......,""""-~ .... '°""°"'"°"°"....,.,.. __ 9c.t _ ... _ ................... .., ......... ---··---...-.......... _ .. ,_..._ ...... .............................. 1----,... ............. _,..,,...,._., Ill....,._.,._.._. .... _ ... ..._ ..... .-aa__. ... ...., ,.. ........ ~ ... ............. _., ..... ...._J-.... s.----,..,_, ..................... ... __...._,......... ... ... ......................... , ......... --. ... ._..,._ _. ........... ...-. ...... ..... -.-... ...... DfP.--_.___.. ... __. ... ._..__ ----______ ... _ ....................... ~ ........ 1 ...... ,......., .. _....._ .......... ....... .. ,,.. ... -==.::::::.:::. ... .......... ----·--------..... ..... _ . ....,. __ ----- • • Page 360 of 642 TABLE OF CONTENTS TABLE OF CONTENTS ...................................................... , ............................................... 1 General Precautions ........................................................................................................ 2 Preface ......................................................................................................................... 4 1 Introduction .................................................................................................................. 4 1.1 Identification of The Product ............................................................................................ 4 1.2 General Description ........................................................................................................ 4 1.3 Product Combinations ..................................................................................................... 4 1.4 Technical Specifications ................... , ............................................................. , ................. 4 1.5 Ambient Conditions ........................................................................................................ 4 1.6 Transport of The Unit ...................................................................................................... 4 2 Product Description ........................................................................................................ 5 2.1 Operation ...................................................................................................................... 5 3 Safety ........................................................................................................................... s 4 Installation ....................................................... , ................................ , ........................... 6 4.1 Unpacking ..................................................................................................................... 6 4.2 Electric Connection ......................................................................................................... 6 4.3 Primary Wiring Procedure ................................................................................................ 6 4.4 Primary Wiring Procedures (Control Wiring) ....................................................................... 7 4.5 Transformer Wiring Procedure ..................................................................................... , .... 7 4.6 Pressure Switch Procedure ............................................................................................... 8 4. 7 Temperature Switch Procedure ......................................................................................... 8 4.8 Wireless Control System Procedure ................................................................................... 8 5 Maintenance ........................ , ......................................................................................... 9 6 Troubleshooting ............................................................................................................. 9 7 Spare Parts ................................................................................. , ................................. 9 8 Electrical diagram .......................... , ................................................................................ 9 9 Disposal ................................................................... , .................................................... 9 00000116183/151018/C 05-3 1 Page 361 of 642 GENERAL PRECAUTIONS & I ATTENTION Allow only qualified personnel familiar with adjustable frequency AC drives, and associated machinery to plan or implement the installation, start-up and subsequent maintenance of the system. Failure to comply can result in personal injury and/or equipment damage. & ATTENTION To avoid an electric shock hazard, verify that the voltage on the bus capacitors has discharged before performing any work on the electrical controls, switches and/or drives if applicable. & ATTENTION Incorrectly applied or installed electrical controls, switches and/or drives can result in component damage or a reduction in product life. Wiring or application errors, such as, undersizing the motor, incorrect or inadequate AC supply, or excessive ambient temperatures can result in malfunction of the system. & ATTENTION The electrical controls, switches and/or drives may contain ESD (Electrostatic Discharge) sensitive parts and assemblies. Static control precautions may be required when installing, testing, servicing or repairing this assembly. Component damage can result if ESD control procedures are not followed. IMPORTANT USER INFORMATION Read this document in entirety before you install, configure, operate, or maintain this product. Users are required to familiarize themselves with installation and wiring instructions in addition to requirements of all applicable codes, laws and standards. Activities including installation, adjustments, putting into service, use, assembly, disassembly, and maintenance are required to be carried out by suitably trained personnel in accordance with applicable code of practice. If this equipment is used in a manner not specified by the manufacturer, the protection provided by the equipment may be impaired. In no event will Plymovent be responsible or liable for indirect or consequential damages resulting from the use or application of this equipment. The examples and diagrams in this manual are included solely for illustrative purposes. Because of the many variables and requirements associated with any particulate installation, Plymovent cannot assume responsibility or liability for actual use based on the examples and diagrams. No patent liability is assumed by Plymovent with respect to use of information, circuits, equipment, or software that may be described in this manual. Throughout this manual, when necessary, notes may be used to make you aware of safety considerations. The operation of exhaust extraction systems can be affected by various factors including but not limited to proper design of the 00000116183/151018/C 05-3 system, operating procedures, service and maintenance. Fume exhaust exposure levels should be checked upon installation and periodically thereafter to ensure that they fall within applicable regulations and exposure limit values. Plymovent systems are made code compliant, please ensure the system is properly designed, operated, serviced and maintained. & WARNING! Identifies information about practices or circumstances that can cause an explosion in a hazardous environment, which may lead to personal injury, death, property damage, or economic loss. & ATTENTION Identifies information about practices or circumstances that can lead to personal injury or death, property damage, or economic loss. Attentions help you identify a hazard, avoid a hazard, and recognize the consequent. IMPORTANT Identifies information that is critical for successful application and understanding of the product. & SHOCK HAZARD Labels may be on outside or inside of the equipment, for example control box, to alert people that dangerous voltage may be present. & ARC FLASH HAZARD Labels may be on outside or inside of the equipment, for example control box, to alert people to potential Arc Flash. Arc Flash will cause severe injury or death. Wear proper Personal Protection Equipment (PPE). Follow ALL regulatory requirements for safe work practices and for Personal Protective Equipment (PPE). BE SURE THAT ALL INSTALLATION, OPERATION, MAINTENANCE AND REPAIR PROCEDURES ARE PERFORMED ONLY BY QUALIFIED INDIVIDUALS. 2 Page 362 of 642 EN -ORIGINAL INSTRUCTION All rights reserved. The information given in this document has been collected for the general convenience of our clients. It has been based on general data pertaining to construction material properties and working methods known to us at the time of Issue of the document and is therefore subject at anytime to change or amendment, and the right to change or amend is hereby expressly reserved . Changes may be made with or without notification, it is the users responsibility to ensure they have attained the most recent copy of this document for their files. The instructions in this publication only serve as a guideline for installation, use, maintenance and repair of the product mentioned on the cover page of this document. This publication is to be used for the standard model of the product of the type given on the cover page. Thus the manufacturer cannot be held responsible for any damage resulting from the application of this publication to the version actually delivered to you. This publication has been written with great care. However; the manufacturer cannot be held responsible, either for any errors occurring in this publication or for their consequences. 00000116183/151018/C 05-3 3 Page 363 of 642 PREFACE Using this manual This manual is intended to be used as a work of reference for professional, well trained and authorized users to be able to safely install, use, maintain and repair the product mentioned on the cover of this document. This user manual should always be kept with the product, as well as a duplicate copy be kept by the fire department or city service department after installation. Pictograms and symbols The following pictograms and symbols are used in this manual : & ATTENTION A remark with additional information for the user. A remark brings possible problems to the user's attention. & CAUTION! Procedures, if not carried out with the necessary caution, could damage the product, the workshop or the environment. & WARNING! Pr ocedures which, if not carried out with the necessary caution, may damage the product and/or cause serious personal injury. & CAUTION! Risk of electric shock. & WARNING! Fire hazard! Important warning to prevent fire. Text Indicators Listings indicated by"-" (hyphen) concern enumerations. Listings indicated by"•" (bullet point) describe steps to perform. Service and Technical Support For i nformation about specific adjustments, maintenance or repair jobs which are not dealt with in this manual, please contact the supplier of the product. They will always be willing to help you. Make sure you have the following specifications at hand : -product name -serial number You can find this data on the identification plate. 1 INTRODUCTION 1.1 Identification of The Product The identification plate contains, among other things, the following data: -product name -serial number -supply voltage and frequency -power consumption 1.2 General Description The OS-3 control box is an energy saving control unit designed to be used for controlling exhaust fans in vehicle exhaust systems, with or without a particle filtration system. Together with a pressure switch and optional temperature switch, this energy saving controller makes a fully automatic system for the 00000116183/151018/C 05-3 control of the vehicle exhaust fan. The controller can be set for both manual or automatic control of the fan. Depending on the configuration of a system, several options for switches and remote start functions are available . The two most common types of switches that are typically used are a pressure switch to detect pressure differences i n the system when a vehicle is connected, and, an optional temperature switch to detect temperature levels in the system also created when a vehicle is connected. The OS-3 also includes an alarm output, which can be used for status output to an onsite control system (by others). A built-in delay off function will ensure that the fan contin ues to run for some time after the vehicle has been disconnected, this ensures all of the toxic gases in the duct system will be exhausted out of the ducting before the fan stops. The delay off time can easily be adjusted between3 minutes -60 minutes. 1.3 Product Combinations The OS-3 control box is designed in conjunction with Plymovent vehicle exhaust extraction system components including Plymovent fans and STR, VSR and SBT rail systems specifically for emergency response and fire vehicle applications. 1.4 Technical Specifications LxW x H 15.75" x 6" x 11.75" (400mm x 152mm x 298mm) Mounting Hole Diameter .4" (10mm) diameter holes Mounting Hole Location 14.15" x 10.15" (359mm x 258mm) on centers Weight 25 lbs (11.34 kg) Box Rati ng NEMA 12 Compliant With CE, NFPA, cUL * Delay Off Timer Range 3 m inutes -60 minutes *For most up-to-date UL information, including on Plymovent, please visit the online certifications directory at www.ui.com. ~ Refer to the available product data sheet for detailed ~ product specifications. 1.5 Ambient Conditions Operating temperature: -min. -41°F (5°C) -nom. -68°F (2Q 0 C) -max. -104°F (4Q°C) Max. relative humidity 80% Storage conditions -41-104°F (5-40°C) -relative humidity max. 80% Suitable for outdoor use no 1.6 Transport of The Unit The OS-3 control box is delivered as self-contained exhaust system controller complete with functions for manual run, and automatic start with delay off and stop. The manufacturer cannot be held liable for any damage to the unit due to shipping or mishandling. Always handle the unit and the accompanying options and/or accessories, if any, with care. 4 Page 364 of 642 2 PRODUCT DESCRIPTION 2.1 Operation The controller can be set for both manual or automatic control of the fan. Depending on system, different switches for starting the system can be used. Ma inly two types of switches will be used; pressure switch to detect pressure difference in systems and temperature switches to detect temperature level in the system. The OS-3 control box also includes a visible alarm device, which can be used for status of the airflow in the exhaust system. A built in "after running time" function will secure that toxic gases in the duct system will be exhausted out of the ducting before the fan stops. The after running time can easily be adjusted between 3 minutes -60 minutes. When the control unit is set into "automatic" position, the exhaust fan is started by a signal from an externally mounted pressure, or/and temperature switch. Normally the system is activated by the pressure switch and kept running by the optional temperature switch. 2.1.1 Pressure switch The pressure switch reacts to an increase in pressure within the hose (positive pressure) which occurs in the system when a vehicle is started up or attached while it is running. The pressure switch is adjustable to accomodate various engine sizes . Adjustments to this switch should only be performed by authorized service technician. 2.1.2 Optional: Temperature switch The optional temperature switch detects when the temperature in the system has reached between 90°F to 130°F (32°C to 54°C) (to be determined and adjusted by an authorized service technician only). This temperature rise occurs when a running vehicle is attached to the system, and will ensure the system stays running while the vehicle is in operation. 2.1.3 Automatic Mode This mode of operation allows for everyday use when exiting the fire station for emergency calls. When the engine is started, the pressure switch closes, this completes the circuit to the control box causing the fan to turn on. When the engine turns off or the apparatus leaves the fire station, the pressure and/or temperature in the system decreases and the control box enteres into a delay off mode. Once the timer has completed its (adjustable) time delay, the fan stops after the preset run time is up. 2.1.4 Manual Mode When the control box is set to the Manual Run Mode, the exhaust fan will run continuously. This should be utilized for stationary running of the vehicles in the fire station for maintenance checks. While in the Manual Run Mode and running a vehicle at HIGH IDLE, operation should be limited to 1500 RPM for 5 minutes. To exit Manual Run Mode, press the STOP button . The system will shut down and automatically return to AUTO START and be ready for the next emergency call. For 2007 or newer diesel vehicles with DPF (Diesel Particulate Filter) units should never be allowed to "regenerate" while connected to the exhaust system. Vehicles which have recently undergone "regeneration" should not be connected to the system until normal exhaust gas operating temperatures have returned . 00000116183/151018/C 05-3 2.1.5 Stop Mode When pressing the stop button, the fan will stop immediately, and after a short period of time (2-3 seconds), the control box will automatically move back into automatic mode. This is a built-in safety function which will reduce the risk of having exhaust gas leakage in the system due to operator error. 2.1.6 Alarm Mode The alarm device will detect high pressure loss across the optional filter unit. When the Fan On LED indicator light is flashing, the pressure across the filter has exceeded the acceptable range, the filter should be replaced as soon as possible to maintain proper system operation. 3 SAFETY General The manufacturer does not accept any liability for damage to the product or personal injury caused by ignoring the safety instructions in this manual, or by negligence during installation, use, maintenance, and repair of the product mentioned on the cover of this document and any corresponding accessories. Specific working conditions or used accessories may require additional safety instructions. Immediately contact your supplier if you detect a potential danger when using the product. The user of the product is always fully responsible for observing the local safety instructions and regulations. User Manual -Everyone working on or with the product must be familiar with the contents of this manual and must strictly observe the instructions therein. The management should instruct the personnel in accordance with the manual and observe all instructions and directions given. -Never change the order of the steps to perform. -This user manual should always be kept with the product, as well as a duplicate copy be kept by the fire department or city service department after installation. -The examples and diagrams in this manual are included solely for illust rative purposes. Because of the many variables and requirements associated with any particular installation, Plymovent cannot assume responsibility or liability for actual use based on the examples and diagrams. -No patent liability Is assumed by Plymovent with respect to use of information, circuits, or equipment described i n this manual. -Reproduction of the contents of this manual, in whole or in part, without prior written permission of Plymovent is prohibited. Pictograms and Instructions On The Product (if present) -The pictograms, warning and instructions attached to the product are part of the safety features. They must not be covered or removed and must be present and legible during the entire life of the product. -If pictogram, instructions or labels on the product become damaged, missing or illegible immediately discontinue use of the unit and replace or repair damaged or illegible pictogram, warnings and instructions. -Contact your local authorized service technician for support. Users The use of this product is exclusively reserved to authorized, trained and qualified users. Temporary personnel and personnel 5 Page 365 of 642 in training can only use the product under supervision and responsibility of skilled technicians. Intended Usei The product has been designed as a control box to operate a Plymovent exhaust extraction fan . Us ing the product for other purposes is considered contrary to its intended use . The manufacturer accepts no liability for any damages or injury resulting from such use. The product has been built in accordance with state-of-the-art standards and recognized safety regulations. Only use this product when in accordance with its intended use and the instructions explained in the user manual. Technical Specifications The specifications given in this manual must not be altered from the information given here within. This information is subject to change at any time with or without notice. Modifications Modification of (parts of) the product is not allowed, except the bottom plate, wh ich is allowed to be used as entrance point for external cabling. Installation -The installation of this product is exclusively reserved to authorized, well-trained and qualified electrician . -All installations must meet any and all applicable local laws, regulations, standards and requirements. -It is the responsibility of the installing party to ensure that all codes are met during the installation of this control system. Any inspections required are the sole responsibility of the installing party. -Inspect the product and check it for damage. -Verify the functioning of the safety features. -Never install the product in front of entrances and exits which must be used for emergency services. -Make sure that the workshop, in the vici nity of the product, contains sufficient approved fire extinguishers. -It is recommended that the control box be mounted at approximately 6 feet (1.Bm) above finished floor level to facilitate operator use and service if necessary. Use -Check the working environment. Do not allow unauthorized persons to enter the working environment. -Protect the product against water and humidity. -Stay alert and keep your attention to your work. Do not use the product when you are under the influence of drugs, alcohol or medicine. -Make sure the room is always sufficiently ventilated; this applies especially to confined spaces. Service, maintenance and repairs & WARNING! Maintenance should only be performed by authorized, qualified and trained persons (skilled) using appropriate work practices. & WARNING! Electrocution hazard Disconnect mains before servicing. Failure to do so could result in serious personal injury or death. 1 "Intended use" as explai ned In EN-ISO 12100 Is the use for which the technical product is suited as specified by the manufacturer, inclusive of manufacturers di rections In the sales brochure. In case of doubt, It Is the use which can be deduced from the construction, the model and the function of the technical product which Is considered normal use. Operating the machine within the limits of Its Intended use also Involves observing the Instructions In the user manual. 00000116183/15 1018/C 05·3 4 INSTALLATION & WARNING! Do not attempt installation of this unit un less you are familiar with the necessary tools, equ ipment, utility connections and potential hazards. Installation should be performed only by a qualified service provider. Failure to do so could result in reduced performance of the unit, serious personal injury or death. & WARNING! Fire hazard Never install the control box in areas w ith flammable gases. & ATTENTION The 05-3 control box is delivered without cables for external field wi ring . All interconnect cables/wire size used shall be supplied by others and comply with UL, NEC and all other national and local standards codes. The glands used for inserting the cable into the 05-3 control box should be placed in the bottom of the casing. The cable should fit tightly in the gland to prevent any moisture entering the inside of the OS -3 control box. 4.1 Unpacking Check that the product is complete. The package should contain : -05-3 control box -door key 4.2 Electric connection Connect the 05-3 in accordance with the separately supplied electrical diagram. & CAUTION! Electric connection to be executed in accordance with local requirements. Ensure compliance with the EMC regulatory arrangements. & WARNING! Make sure the machine is suitable for connection to the local mai ns. Information about the connection voltage and frequency can be found on the identification plate. & ATTENTION The thermal relay should be set accord ing to the overload mentioned on the identification plate on the motor. 4.3 Primary Wiring Procedure 4.3.l Terminal Block l Is located in the lower left-hand corner of t he 05-3 control box and consists of incoming power electrical terminal blocks L1, L2, L3. It is important to note on single phase boxes, L3 will not be installed. Outgoing power to the fan motor via the overload output locations Tl, T2, T3 on single phase control boxes the T3 terminal will be occupied by a wire looping "back through" the contactor, this is necessary for proper operation and should not be altered. Ground should be landed on terminal strip on the green and yellow terminal block , low voltage con t rol wiring 6 Page 366 of 642 terminal blocks (0, 24V and 1 through 8) and electrical overload fuses for protection for both primary (Fl, F2) and secondary (F3). NOTE: Primary line voltage must not be greater or less than 8 % of rated voltage listed on voltage tap. For example, Tap 120 volt (110 -130 voltage range is acceptable) for excessively low line voltage, a buck boost transformer maybe required. (Supplied by others). 4.3.2 Primary Voltage Wiring On the right side of the terminal block is the first terminal block marked GND (green ground), here you will connect your ground wire (properly sized per NEC). In the second terminal block marked L1, you will connect your first power wire. In the third terminal block marked L2, you will connect your second power wire. For the fourth terminal block (when applicable), marked L3, you will connect your third power wire. NOTE: The line supply voltage from your building, which will supply your motor, shall be connected directly to L1, L2 for single phase and L1, L2, and L3 for 3-phase. Re-check that rated voltage corresponds with supply voltage to avoid damage to electrical components or control wiring. Table 2A on page 13 and Table 2B on page 14 show the fan component sizing charts. Please refer to local codes and requirements, these will take precedence over the supplier wiring chart at the back of this manual. 4.3.3 Field Power Wiring of Control Box, Safety Disconnect and Fan Motor The primary wiring of the electrical system must be rated for the maximum amps and HP rating of the fan motor load as well as the wiring voltage drop, which is calculated for the distance, you are running. See Plymovent Wiring Chart in the back of this manual as a guide for wiring. It is critical to always follow local code requirements for selecting wire in instances where they differ from Plymovent published recommendations. NOTE: Field wiring, power supply panel and electrical safety disconnect are provided by others. Plymovent assumes no liability for any electrical installation and all national and local codes and standards should be followed. 4.4 Primary Wiring Procedures (Control Wiring) 4.4.1. Control Voltage Wiring The terminal blocks 0, 24V and 1 through 8 are used for low voltage control wiring of optional wireless control system, remote mounted pressure switch for starting functions, clean filter indicator and temperature switch. An optional remote alarm relay connection is available for connection to Building Automation Systems (BAS). 4.4.2 Pressure Switch I Temperature Switch (engine start/stop) The pressure switch and optional temperature switch, which is sold separately, will be wired to terminal block 1 and 2. If more than one pressure/temperature switch is utilized in a system they must be wired in parallel to achieve proper operation. 00000116183/151018/C 05-3 NOTE: Control wires supplying terminal block 1 and 2 must be a minimum of 16 AWG/1.29 mm 2 , smaller wire sizing will result in improper system operation. A momentary manual push button start switch can also be placed in parallel in this circuit for remote starting of the system. 4.4.3 Remote Alarm (optional) Terminals 3, 4, and 5 are a relay dry contact connection for a Building Automation System (BAS). Terminal block 3 provides the common connection, terminal 4 provides a normally closed contact connection and terminal 5 provides a normally open contact connection. NOTE: Relay output is a dry contact potential free and will require additional control equipment depending on its use. 4.4.4 Pressure Switch (filter alarm) An exhaust ventilation particulate filter (such as the Plymovent Multi Smoke Filter) may be provided with an adjustable pressure indicator switch, which monitors the filters useful life. Terminals 6 and 7 (potential free) are utilized to connect and operate the pressure indicator switch. When the filter becomes dirty, the pressure switch will send a signal to the control box and in-turn will flash the Fan On LED indicator light, located on the face of the OS-3 control panel, when the fan motor is running. Indicating a filter change is required. 4.5 Transformer Wiring Procedure 4.5.1. Multi-tap Control Transformer Designed by Plymovent to allow the field electrician the ability to select the primary voltage of his choice. This voltage selection ranges from 120 volt through 600 volt VAC. The transformer has been designed to operate in both 50 and 60 Hz environments. NOTE: Primary line voltage must not be greater or less than 8 % of rated voltage listed on voltage tap. For example, Tap 120 volt (110 -130 voltage variant acceptable) for low line voltage, a buck boost transformer maybe required. (Supplied by others). 4.5.2 Primary Voltage Connection On the top right side of transformer you will find a terminal block with 8 points of connection. Common black wire is connected to the top terminal block (black to yellow wire) and will always remain in this position regardless of the voltage adjustment that you will be making. The voltage adjusting gray wire is preset for the voltage ordered. You may be required to reposition the voltage adjusting wire to the line supply voltage present at your installation/facility. For example, adjusting to 120 volt line voltage, move the voltage adjusting wire to wiretap second from the top of terminal block (black to white). View yellow label for correct wiretap color for each available voltage. NOTE: Improper wiring will result in damage of other electrical components. Re-check that rated voltage corresponds with supply voltage to avoid damage to electrical components. Always ensure power is off and all required procedures for facility (such as lock out tag out) are properly followed before making any adjustments to the control system. 7 Page 367 of 642 4.5.3 WARNING! Procedures which, if not carried out with the necessary caution, may damage the product and/or cause serious personal injury. Secondary Voltage Connection On the left side of the transformer you will view a terminal block with 2 points of connection: one orange and one purple. The wire taps will produce 24 VAC. NOTE: The secondary voltage connections are preset from the factory, and shall never be changed. 4.5.4 Electrical Wiring All electrical wiring which includes primary, secondary and control wiring must be done by a certified/licensed electrician and in accordance with the NEC. 4.6 Pressure Switch Procedure 4.6.1. Pressure Switch Plymovent has incorporated a pressure switch, which senses the exhaust gas pressure generated by the vehicle. This adjustable pressure switch allows the electrical controller to start the operation of the fan. The pressure switch has been preset at 0.1" in. H20 and is field adjustable. 4.6.2 Electrical Wiring The pressure switch utilizes a parallel connection with an optional temperature switch, which is connected to terminals 1 and 2 located on terminal block 1 (TBl). Both the pressure and the temperature switch will maintain a normally open position when vehicle is not in operation. NOTE: Electrical wiring providing signal to temperature and pressure switch must be 16 AWG/1.29 mm2 wire (minimum) size and should not be ran on top of fluorescent light fixtures or with other wire cables due to induced current and or electrical interference. Control wiring must be done by certified/licensed electrician. 4.6.3 Pressure Adjustment Procedure The pressure switch allows for field adjustments by placing a screwdriver in the slotted screw in the back of the switch. By turning the dial clockwise (in) you will increase the sensitivity and by turning the dial counter clockwise (out) you will decrease the sensitivity. To reset the pressure switch adjustment in the field, with the power off, disconnect the 2 low voltage wires and connect a continuity meter across the 2 terminals of the switch and slowly turn adjusting screw clockwise (in) until you get continuity (contacts closed), then turn the screw counter clockwise (out) 1 complete turn. The pressure setting, may vary up or down depending on the vehicles output pressure. To accurately adjust the pressure switch start the vehicle and check that the fan starts immediately, turn off vehicle and the exhaust fan should run for maximum 5 minutes. NOTE: If exhaust fan does not start, adjust the pressure switch by turning adjusting screw clockwise (in) 1/8 of a turn and restart the vehicle. If the fan still does not start repeat procedure. If fan starts when the vehicle is not running decrease pressure setting on pressure switch by turning adjustment screw counter clockwise (out) 1/4 turn. 00000116183/151018/C 05-3 4.7 Temperature Switch Procedure 4.7.1. Optional Temperature Switch Plymovent has incorporated an optional temperature switch, which senses the exhaust gas temperature generated by the vehicle. This adjustable bi-metal temperature switch allows the electrical controller to maintain the operation of the fan for as long as the vehicle is running. The adjustment scale ranges from 90° F/ 30 °C to 130° F/ 55 °C, which allows the field installer the ability to adjust the temperature setting. 4.7.2 Electrical Wiring The temperature switch utilizes a parallel connection with the pressure switch, which is connected to terminals 1 and 2 located at terminal block 1 (TBl). Both the temperature and the pressure switch will maintain a normally open position when vehicle is not in operation. NOTE: Electrical wiring providing signal to temperature and pressure switch must be 16 AWG/1.29 mm2 wire size and should not be ran on top of fluorescent light fixtures or with other wire cables due to induced current and or electrical interference. Control wiring must be done by certified/licensed electrician. 4.7.3 Temperature Adjustment Procedure The temperature switch allows for field adjustment by placing a screwdriver in the slotted dial in the center of the switch. By turning the dial counter clockwise you will decrease the temperature setting and by turning the dial clockwise you will increase the temperature setting. The recommended setting will be between 120°F/ 49°C to 130 °F/ 55 °C. To accurately adjust the temperature switch start the vehicle and allow to run for 10 minutes, turn off vehicle and the exhaust fan should run for approximately 5 to 15 minutes after the vehicle has been turned off. NOTE: If exhaust fan cycles on and off when vehicle is running, it will be necessary to increase the timer setting located at controller card (see instructions). If fan starts when the vehicle is not running, increase temperature setting on temperature switch. 4.8 Wireless Control System Procedure 4.8.1. Optional Wireless Control System The Wireless Transmitter and Receiver is an optional feature designed to facilitate remotely mounting the pressure switch and/or temperature switch on the crabs of a STRA rail system and on the ductwork system of the SBTA track system. The receiver includes an external antenna. The receiver utilizes spread spectrum technology and offers excellent electromagnetic interference (EM!) tolerance. Units are designed to work with the Plymovent Wireless 2400 MHz transmitters and has a range of 500 feet. These products will not interfere with or be affected by Wi-Fi systems. The learning receiver can learn up to 24 different transmitters. The receiver shall operate on 24 VAC and be mounted in a non-metallic enclosure with a clear see through lid approximately 8' to 10' (2.4m to 3m) above the finished floor level, directly above the 05-3 Automatic Controller. 4.8.2 Electrical Wiring Connections Connect the red wire labeled 12-24V to terminal 24V on terminal strip TBl, connect the black wire labeled GRND to terminal 0 on terminal strip TB!, connect the blue wire labeled C to terminal 1 8 Page 368 of 642 on terminal strip TB!, connect the orange wire labeled NO to terminal 2 on terminal strip TB! inside OS-3 control box. For Wireless System programming refer to the Wireless Control System Product Manual. 5 MAINTENANCE The OS-3 requires no specific maintenance. 6 TROUBLESHOOTING If the OS-3 does not function correctly, please contact you r local authorized dealer/technician. 7 SPARE PARTS Please refer to Table 1 on page 10 to view the spare parts available for the OS-3. Fig . 7 .1 Exploded v iew • A -F3 • B -Transformer • C -F1/F2 • D -Contactor • E -Overload Relay • F -Adjusting Hole for Timer • G -Circuit Board • H -Membrane 8 ELECTRICAL DIAGRAM Please refer to Figures 8 .1-8.4 (below) and Figure 1 on page 12 to view the electrical diagrams for the OS-3. Table 2A on page 13 and Table 2B on page 14 show the Fan Component Sizing Charts for three and one phase . -6--6--6-r6- PSl PS2 PS 3 TSl 0 0 00 24 0 0 24 1 0 01 2 0 02 3 0 03 4 0 04 5 0 05 6 0 06 7 0 07 8 0 08 Fig . 8.1 Switch Detail 00000116183/151018/C OS-3 -0 V for wireless -24 VAC For wireless -Pr essur e s wi tch -EComm on Alarm Connec t ion NC Contact NO Co n tract -Filter Ala r m ~w i tc h (Op t ion al -Un-Us ed -Input p ower L1 -Input Powe r L2 ( 3 Phase onl y) -Inpu t Power L3 (1 N=L2 for 208/220V) Fig. 8.2 Terminal Detail Buildin g Power supply Pr essure Temp Swi tch Swi t ch Optional Wireless Reciever 0-" Fig . 8 .3 System Detail 9 DISPOSAL OS -J 0 0 oo 24 0 0 24 r 1 0 01 ~ 2 0 02 J 0 03 4 0 04 5 0 05 _J 6 0 06 '---7 0 07 8 0 08 t I;,;] id lo 3' II ol 1°1 ...,, 1°1 r-.:i GND 0 0 GND L1 0 QL1 L2 0 0 L2 L3 0 0 L3 GND 0 0 GND Sa f ety Di sconnect Fon ",~Jt~:ss Optional: Building automated system Remote Alarm Panel C59 Option al: Particulate Fel ter ~gs•;•~ After life of the product, dispose it of in accordance with state or local regulations . 9 Page 369 of 642 Table 1 Spare Parts Plymovent Voltage/ Rated Amp Overload load for ctrl Contactor Fl & F2*** F3*** Number Phase* box** Relay 05-3 for 1/2 HP fan .. 706214 115V/lph 7.6 935411 939058 704066 0000101409 706215 230V/lph 3.8 935411 939041 704008 0000101409 706216 230V/3ph 1.78 935411 939041 704008 0000101409 706217 460V/3ph 0.81 935411 939037 704023 0000101409 706218 575V/3ph 0.66 935411 939037 704023 0000101409 05-3 for 3/4 HP fan '. 706219 115V/1ph 10.6 935411 939058 704066 0000101409 706220 230V/lph 5 .3 935411 939058 704008 0000101409 706221 230V/3ph 2.41 935411 939041 704008 0000101409 706222 460V/3ph 1.1 935411 939041 704023 0000101409 706223 575V/3ph .88 935411 939041 704023 0000101409 05-3 for 1 .HP fan ' -· 706031 115V/lph 12.8 935411 939058 704066 0000101409 706032 230V/lph 6.4 935411 939058 704008 0000101409 706033 230V/3ph 3.17 935411 939041 704008 0000101409 706034 460V/3ph 1.43 935411 939041 704023 0000101409 706056 575V/3ph 1.12 935411 939041 704023 0000101409 05-3 for 1.5 HP fan . ' 706061 115V/lph 17 935353 939059 704066 0000101409 706062 230V/lph 8.8 935411 939058 704008 0000101409 706063 230V/3ph 4.36 935411 939058 704008 0000101409 706064 460V/3ph 1.97 935411 939041 704023 0000101409 706065 575V/3ph 1.56 935411 939041 704023 0000101409 05-3 for 2 HP fan 706224 115V/lph 20.4 935353 939059 704066 0000101409 706225 230V/lph 10.6 935411 939058 704008 0000101409 706226 230V/3ph 6.25 935411 939058 704008 0000101409 706227 460V/3ph 2.83 935411 939041 704023 0000101409 706228 575V/3ph 2.06 935411 939041 704023 0000101409 05-3 for 3 HP fan --. • . 706036 230V/lph 14.6 935411 939058 704008 0000101409 706037 230V/3ph 8.4 935411 939058 704008 0000101409 706038 460V/3ph 3.8 935411 939041 704023 0000101409 706052 575V/3ph 3.04 935411 939041 704023 0000101409 -. 05-3 for 5 HP fan . ---,. -·-. .. '· 706039 230V/lph 22 935353 939059 704008 0000101409 706040 230V/3ph 13 935411 939058 704008 0000101409 706041 460V/3ph 5.9 935411 939058 704023 0000101409 706053 575V/3ph 4.72 935411 939058 704023 0000101409 05-3 for 7 .5 HP fan 706042 230V/lph 32 935346 938993 704008 0000101409 706043 230V/3ph 19.2 935346 938993 704008 0000101409 706044 460V/3ph 8.66 935411 939058 704023 0000101409 00000116183/151018/C 05-3 10 Page 370 of 642 Table 1 Spare Parts Continued Plymovent Voltage/ Rated Amp Overload load for ctrl Contactor Fl & F2*** F3*** Number Phase* box** Relay 706054 575V/3ph 6.93 935411 939058 704023 0000101409 05-3 for 10 HP fan 706046 230V/lph 38.8 935346 938914 704008 0000101409 706047 230V/3ph 25.8 935346 938993 704008 0000101409 706048 460V/3ph 11.7 935411 939058 704023 0000101409 706055 575V/3ph 9.35 935411 939058 704023 0000101409 05-3 for 15 HP fan 706050 230V/3ph 37.6 935346 938914 704008 0000101409 706049 460V/3ph 17 935346 938993 704023 0000101409 706057 575V/3ph 13.6 935411 939058 704023 0000101409 Common Parts Transformer 939587 Multiple tap Front panel 977488 N/A Membrane Door Key 962449 N/A Circuit Card 940296 24 VAC *Voltage not to exceed 8% listed voltage. For 208V adjustment of tap on transformer maybe required (by others). ** Amp load is acquired for a Plymovent Fan running at optimal voltage. Adjustment may be required based on local voltages (to be done by proper personnel/technician). *** Minimum order quantity may be required. This list is subject to change without notice. Please refer to your local dealer/representative for most up to date documentation. 00000116183/151018/C 05-3 11 Page 371 of 642 Figure 1 Wiring Chart -0 V for wir eless -24 VAC For wir eless -Press ur e sw i t ch Al orm Connectlon-f Common NC Contact NO Contr oct -Filter Alo (Opt -Un-Used rm ~witch Ion al -Input pow er L1 wer l2 -Inpu t Po (3 Phose only) er L3 -Input Pow (1 N•L2 for 20 B/220V) -T1 (U) Output to Fon to Fon -T2 (V) Output (3 Phase only) -T3 (W) Outpu t to Fon 00000116183/151018/C OS-3 81>~ I 0 0 00 24 0 0 24 ,__012 - r-1 0 01 ,__001 L...... 2 0 02 ,__002 3 0 03 ,__003 4 0 04 ,__004 -r--- 5 0 05 -005 -r-- r-6 0 06 -006 -r- L 7 0 07 -007 -~ 8 0 OB ~013 -I: .,, a=SH : "' 0 3! 0 025 0 .,, 0 027 N GND 0 0 GND l1 0 Qu ,_____ L2 0 0 L2 ,_____ L3 0 0 L3 ~ GND 0 0 GND -009 ~ ;J@ '9C:Jg~ ~ -Id . " """ O; J ~ ~@ -~ ~@ ~[ ;@ . I' - ~@ p•@ :@ gg -Jal 11 n n -001 - -002 - \ 017 - 007 - l ( ( _l 00 it _, I "'- ~Fo ~~\ I I 0 Fol Fol Fa 0 0 0 0 Fol~ Fol Fol ~A -J U> ' I r I I I I I . @;~ ~ ~ 016 I""" J - I~ 1@:~ 018 1 ... ~ -016 -7 ~ ll -81~=- ~~ p~ 003 t f ~; 004 ;,~.= 005 014 ~II ~t-006 I I z 0 _, rrl (/) rrl :J (/) c l (1) 12 Page 372 of 642 Table 2A I Three Phase: Fan Component Sizing Chart Plymovent HP Voltage NEC Table Wire Size Length of Wire in Feet Circuit Product No. Rating 430.250 THHN AWG (Meters) Start to Finish* Breaker Amps From To* Size FUA-1300-1-AM 208 2.4 14 0 478 (145.6) 15A FUA-1300-2-AM 230 2.2 14 0 576 (175.5) 15A 1/2 460 1.1 0 2,306 (702.8) 15A 14 575 .9 14 0 3,524 (1,074) 15A FUA-1800-1-AM 208 3.5 14 0 327 (99.6) 15A FUA-1800-2-AM 230 3.2 14 0 396 (120.7) 15A 3/4 460 1.6 1,585 (483.1) 14 0 15A 575 1.3 14 0 2,439 (743.4) 15A FUA-2100-1-AM 208 4.6 14 0 249 (75.8) 15A FUA-2100-2-AM 230 4.2 14 0 302 (92) 15A 1 460 2.1 14 0 1,208 (368.1) 15A 575 1.7 14 0 1,865 (568.4) 15A FUA-2700-1-AM 208 6.6 14 0 173 (52.7) 15A FUA-3000-1-AM 230 6 14 0 211 (64.3) 15A 1.5 FUA-2700-2-AM 460 3 14 0 845 (257.5) lSA FUA-3000-2-AM 575 2.4 14 0 1,321 (402.6) 15A 208 7.5 14 0 152 (46.3) 15A 230 6.8 14 0 186 (56.6) 15A TEV-359-60 2 460 3.4 14 0 746 (227.3) 15A 575 2.7 14 0 1,174 (357.8) 15A TEV-3110-60 208 10.6 14 0 108 (32.9) 15A FUA-4 700-1-AM 230 9 .6 14 0 132 (40.2) 15A 3 FUA-4700-2-AM 460 4.8 14 0 528 (160.9) 15A 575 3.9 14 0 813 (247.8) 15A 208 16.7 10 0 173 (52.7) 30A 230 15.2 12 0 132 (40.2) 20A TEV-559-60 5 460 7.6 14 0 333 (101.4) 15A 575 6.1 14 0 519 (158.1) 15A 208 24.2 8 0 191 (58.2) 40A 230 22 10 0 146 (44.5) 30A TEV-585-60 7.5 460 11 14 0 230 (70.1) 15A 575 9 14 0 352 (107.2) 15A 208 30.8 8 0 150 (45.7) 40A 230 28 8 0 182 (55.4) 40A TEV-745-60 10 460 14 12 0 287 (87.4) 20A 575 11 14 0 288 (87.7) 15A 208 46.2 6 0 158 (48.1) 60A 230 42 6 0 193 (58.8) 50A TEV-768-60 15 460 21 10 0 305 (92.9) 30A 575 17 10 0 472 (143.8) 30A *If wire length is longer than distance listed, upsize to next larger AWG Note: Guidelines are subject to change without notice. Data supplied from our primary motor supplier. Please confirm at time of order. Plymovent assumes no liability for any electrical installation, all local, city, and the 2014 National Electric Code must be followed . This chart is a minimum standard and to be used as a guideline only. Based on a 3% voltage drop for branch circuits. 00000116183/151018/C 05-3 13 Page 373 of 642 Table 2B I Single Phase: Fan Component Sizing Chart Plymovent HP Voltage NEC Table Wire Size Product No. Rating 430.248 THHN AWG Amps 11S 9.8 12 FUA-1301-AM 1/2 208 S.4 14 230 4.9 14 11S 13.8 10 FUA-1801-AM 3/4 208 7.6 14 230 6.9 14 11S 16 10 FUA-2101-AM 1 208 8.8 12 230 8 12 FUA-2701-AM 11S 20 10 FUA-3001-AM 1.S 208 11 12 230 10 12 11S 24 8 TEV-3S9-60 2 208 13.2 12 230 12 12 FUA-4701-AM 208 18.7 10 TEV-3110-60 3 230 17 10 460 ** 14 208 30.8 8 TEV-SS9-60 s 230 28 8 460 ** 14 208 44 6 TEV-S8S-60 7.S 230 40 6 460 ** 10 208 SS 4 TEV-74S-60 10 230 so 6 460 ** 10 *If wire length is longer than distance listed, upsize to next larger AWG **2014 NEC Table 430.248 does not list 460 volt single phase motors Length of Wire in Feet Circuit (Meters) Start to Finish* Breaker From To* Size 0 88 (26.8) 20A 0 184 (S6) !SA 0 224 (68.2) !SA 0 100 (30.4) 30A 0 130 (39.6) !SA 0 1S9 (48.4) !SA 0 86 (26.2) 30A 0 179 (S4.S) 20A 0 217 (66.1) 20A 0 70 (21.3) 30A 0 143 (43.S) 20A 0 174 (S3) 20A 0 92 (28) 40A 0 119 (36.2) 20A 0 14S (44.1) 20A 0 134 (40.8) 30A 0 163 (49.6) 30A 0 32S (99) !SA 0 130 (39.6) 40A 0 1S8 (48.1) 40A 0 209 (63.7) !SA 0 144 (43.8) SOA 0 17S (S3.3) SOA 0 347 (10S.7) 30A 0 184 (S6) 60A 0 140 (42.6) 60A 0 286 (87.1) 30A Note: Guidelines are subject to change without notice. Data supplied from our primary motor supplier. Please confirm at time of order. Plymovent assumes no liability for any electrical installation, all local, city, and the 2014 National Electric Code must be followed. This chart is a minimum standard and to be used as a guideline only. Based on a 3% voltage drop for branch circuits. 00000116183/151018/C 05-3 14 Page 374 of 642 PLYMrJVENT ® cl ean air at work CERTIFICATE OF COMPLIANCE I • • • We hereby affirm that the products mentioned below are designed and manufactured by Plymovent Corp., a UL Listed panel shop (E212640), and comply with the regulations according to UL SOSA and CAN/CSA-C22.2 NO. 14. This Certificate of Compliance applies to the following control panels: Article Type Article Number Number 706214 05-3 115V lph 706032 706215 05-3 230V lph 706033 706216 05-3 230V 3ph 706034 706217 05-3 460V 3ph 706056 706218 05-3 575V/3ph 706061 706219 05-3 115V lph 706062 706220 05-3 230V lph 706063 706221 05-3 230V 3ph 706064 706222 05-3 460V 3ph 706065 706223 05-3 575V 3ph 706224 706031 05-3 115V lph 706225 Type Article Type Number 05-3 230V lph 706226 05-3 230V 3ph 05-3 230V 3ph 706227 05-3 460V 3ph 05-3 460V 3ph 706228 05-3 575V 3ph 05-3 575V 3ph 706036 05-3 230V lph 05-3 115V lph 706037 05-3 230V 3ph 05-3 230V lph 706038 05-3 460V 3ph 05-3 230V 3ph 706052 05-3 575V 3ph 05-3 460V 3ph 706039 05-3 230V lph 05-3 575V 3ph 706040 05-3 230V 3ph 05-3 115V lph 706041 05-3 460V 3ph 05-3 230V lph 706053 05-3 575V 3ph c@usumn ENCLOSED INDUSTRIAL CONTROL PANEL No. Approved by : Brad Pitzl , General Manager/President Frank Catalano, Manufacturing/Quality Engineer Article Type Number 706042 05-3 230V lph 706043 05-3 230V 3ph 706044 05-3 460V 3ph 706054 05-3 575V 3ph 706046 05-3 230V lph 706047 05-3 230V 3ph 706048 05-3 460V 3ph 706055 05-3 575V 3ph 706050 05-3 230V 3ph 706049 05-3 460V 3ph 706057 05-3 575V 3ph 706301/061814/0 Page 375 of 642 PLYMrJVENT® clean air at work EN Extraction fan (60Hz) I TEV-359/31 /559/585/745/768 EN User manual www.plymovent.com · " : . . .'. • • Page 376 of 642 TABLE OF CONTENTS . . TABLE OF CONTENTS ...................................................................................................... 1 GENERAL PRECAUTIONS ................................................................................................. 2 Preface ......................................................................................................................... 4 1 Introduction .................................................................................................................. 4 1.1 Identification of the Product ............................................................................................. 4 1.2 General Description ........................................................................................................ 4 1.3 Product Combinations ..................................................................................................... 4 1.4 Options and Accessories .................................................................................................. 4 1.5 Technical Specifications ................................................................................................... 4 1.6 Noise Level .................................................................................................................... 4 1.7 Dimensions ................................................................................................................... 4 1.8 Pressure Drop ................................................................................................................ 5 1.9 Transport of the Unit ....................................................................................................... s 1.10 Ambient Conditions ........................................................................................................ 5 2 Product description ......................................................................................................... 5 2.1 Components .................................................................................................................. 5 2.2 Operation ...................................................................................................................... 5 3 Safety ........................................................................................................................... s 4 Installation .................................................................................................................... 7 4.1 Unpacking ..................................................................................................................... 7 4.2 Installation .................................................................................................................... 7 4.3 Electric Connection ......................................................................................................... B 5 Maintenance .................................................................................................................. 8 6 Troubleshooting ..................................................................................................... , ....... 9 7 Spare parts ................................................................................................................... 9 8 Electrical diagram ........................................................................................................... 9 9 Disposal ........................................................................................................................ 9 0000100438/706302/041316/1 TEV NEMA 60Hz 1 Page 377 of 642 GENERAL PRECAUTIPNS ;. . , & ATTENTION Allow only qualified personnel familiar with adjustable frequency AC drives, and associated machinery to plan or implement the installation, start-up and subsequent maintenance of the system. Failure to comply can result in personal injury and/or equipment damage. & ATTENTION To avoid an electric shock hazard, verify that the voltage on the bus capacitors has discharged before performing any work on the electrical controls, switches and/or drives if applicable. & ATTENTION Incorrectly applied or installed electrical controls, switches and/or drives can result in component damage or a reduction in product life. Wiring or application errors, such as, undersizing the motor, incorrect or Inadequate AC supply, or excessive ambient/process temperatures can result in malfunction of the system. & ATTENTION The electrical controls, switches and/or drives may contain ESD (Electrostatic Discharge) sensitive parts and assemblies. Static control precautions may be required when installing, testing, servicing or repairing this assembly. Component damage can result if ESD control procedures are not followed. IMPORTANT USER INFORMATION Read this document in entirety before you install, configure, operate, or maintain this product. Users are required to familiarize themselves with installation and wiring instructions in addition to requirements of all applicable codes, laws and standards. Activities including installation, adjustments, putting into service, use, assembly, disassembly, and maintenance are required to be carried out by suitably trained personnel in accordance with applicable code of practice. If this equipment is used in a manner not specified by the manufacturer, the protection provided by the equipment may be impaired. In no event will Plymovent be responsible or liable for indirect or consequential damages resulting from the use or application of this equipment. The examples and diagrams in this manual are included solely for illustrative purposes. Because of the many variables and requirements associated with any particulate installation, Plymovent cannot assume responsibility or liability for actual use based on the examples and diagrams. No patent liability is assumed by Plymovent with respect to use of information, circuits, equipment, or software that may be described in this manual. Throughout this manual, when necessary, notes may be used to make you aware of safety considerations. The operation of exhaust extraction systems can be affected by various factors including but not limited to proper design of the 0000100438/706302/041316/1 TEV NEMA 60Hz system, operating procedures, service and maintenance. Fume exhaust exposure levels should be checked upon installation and periodically thereafter to ensure that they fall within applicable regulations and exposure limit values. Plymovent systems are made code compliant, please ensure the system is properly designed, operated, serviced and maintained. WARNING! & Identifies information about practices or circumstances that can cause an explosion in a hazardous environment, which may lead to personal injury, death, property damage, or economic loss. ATTENTION & Identifies information about practices or circumstances that can lead to personal injury or death, property damage, or economic loss. Attentions help you identify a hazard, avoid a hazard, and recognize the consequent. IMPORTANT Identifies information that is critical for successful application and understanding of the product. & SHOCK HAZARD Labels may be on outside or inside of the equipment, for example control box, to alert people that dangerous voltage may be present. & ARC FLASH HAZARD Labels may be on outside or inside of the equipment, for example control box, to alert people to potential Arc Flash. Arc Flash will cause severe injury or death. Wear proper Personal Protection Equipment (PPE). Follow ALL regulatory requirements for safe work practices and for Personal Protective Equipment (PPE). BE SURE THAT ALL INSTALLATION, OPERATION, MAINTENANCE AND REPAIR PROCEDURES ARE PERFORMED ONLY BY QUAUFIED INDIVIDUALS. 2 Page 378 of 642 EN -ORIGINAL INSTRUCTION All rights reserved. The information given in this document has been collected for the general convenience of our clients. It has been based on general data pertaining to construction material properties and working methods known to us at the time of issue of the document and is therefore subject at anytime to change or amendment, and the right to change or amend is hereby expressly reserved. Changes may be made with or without notification, it is the users responsibility to ensure they have attained the most recent copy of this document for their files. The instructions in this publication only serve as a guideline for Installation, use, maintenance and repair of the product mentioned on the cover page of this document. This publ ication is to be used for the standard model of the product of the type given on the cover page. Thus the manufacturer cannot be held responsible for any damage resulting from the application of this publication to the version actually delivered to you. This publication has been written with great care. However, the manufacturer cannot be held responsible, either for any errors occurring in this publication or for their consequences . 0000100438/706302/041316/1 TEV NEMA 60Hz 3 Page 379 of 642 PREFACE . , ' . · Using this manual This manual is intended to be used as a work of reference for professional, well trained and authorized users to be able to safely install, use, maintain and repair the product mentioned on the cover of this document. This user manual should always be kept with the product, as well as a duplicate copy be kept by the maintenance department after installation. Pictograms and symbols The following pictograms and symbols are used in this manual: & ATTENTION A remark with additional information for the user. A remark brings possible problems to the user's attention. & CAUTION! Procedures, if not carried out with the necessary caution, could damage the product, the workshop or the environment. & WARNING! Procedures which, if not carried out with the necessary caution, may damage the product and/or cause serious personal injury. & CAUTION! Risk of electric shock. & WARNING! Fire hazard! Important warning to prevent fire. Text Indicators Listings indicated by"-" (hyphen) concern enumerations. Listings indicated by "•" (bullet point) describe steps to perform. Service and Technical Support For information about specific adjustments, maintenance or repair jobs which are not dealt with in this manual, please contact the supplier of the product. Make sure you have the following specifications at hand : -product name -serial number You can find this data on the identification tag. 1 INTRODUCTION, . '" . · , 1.1 Identification of the Product The identification tag contains, among other things, the following data: -product name -serial number -supply voltage and frequency -power consumption 1.2 General Description The TEV is a central extraction fan that is specially designed to remove welding, other fumes, dust, oil mist and exhaust gases. The fan is intended and designed for mounting to filter units and vehicle exhaust extraction systems or can be used as a central fan. 0000100438/706302/041316/1 TEV NEMA 60Hz 1.3 Product Combinations The fan can be used with all filter units, fume extraction and hose reel/drop systems. 1.4 Options and Accessories The following products can be obtained as an option and/or accessory: Outlet transition from rectangular to round • TOL-250 (10" 0) • TEV-359/3110 • TOL-315 (12" 0) • TEV-559/585 • TOL-400 (16" 0) • TEV-745/768 Soft connection for noise and vibration free connection to duct (to be installed with outlet transition TOL) or on fan WEST. • SC-200 (8" 0) • TEV-359/3110 (inlet) • SC-250 (10" 0) • TEV-359/3110 (outlet) • TEV-559/585 (inlet) • SC-315 (12" 0) • TEV-559/585 (outlet) • TEV-745/768 (inlet) • SC-400 (16" 0) • TEV-746/768 (outlet) Vibration dampers to isolate noise and vibration • TEV-AV/35 • TEV-359/3110/559/585 • TEV-AV/79 • TEV-745/768 1.5 Technical Specifications Construction AMCA Class B Motor design NEMA Fan type centrifugal/direct drive Energy efficiency Super premium RPM ::::3500 Insulation class F Protection class IP 55 Max. starts/stops 6 per hour Frequency 60Hz Max. airflow temperature 176°F (80°C) continuously Connection voltages -115/208-230V/lph/60Hz {for 2 HP fan only) 208-230/460V/lph/60Hz -208-230/460V/3ph/60Hz -575V/3ph/60Hz Power -TEV-359 - 2 HP (1.5 kW) -TEV-3110 - 3 HP (2.2 kW) -TEV-559 -5 HP (4 kW) -TEV-585 -7 .5 HP (5.5 kW) -TEV-745 -10 HP (7.5 kW) -TEV-768 -15 HP (11 kW) Refer to the available product data sheet for detailed specifications. 1.6 Noise Level Refer to "Table II" on page 11 1.7 Dimensions Refer to "Fig. I Fan Dimensions" on page 12. 4 Page 380 of 642 1.8 Pressure Drop Refer to "Fig. III Pressure Drop" on page 13. 1.9 Transport of the Unit The manufacturer cannot be held liable for any damage to the fan due to shipping or mishandling. Always handle the unit and the accompanying options and/or accessories, if any, with care . 1.10 Ambient Conditions Optimal operating temperature -4°F (-20°C) -104°F range (40°C) Norn. operating temperature 68°F (20°C) Max. relative humidity 100%* *Fan not rated for submersion 2 PRODUCT DESC,IPTI'ON . . 2.1 Components The fan consists of the following main components : A . 0 ~ . D Fi g. 2.1 Main components A Outlet with debris screen B Motor C Housing D Inlet E Fan wheel 2.2 Operation E The inlet of the fan is to be connected to the outlet of a central extraction system. The extracted air is blown out at the top of the fan through a duct. Depending on the local regulations, the air can either be recirculated or exhausted to the atmosphere. 2.2.1 Control Equipment Plymovent provides control equipment for controlling the fan. Refer to the manual of the selected control equipment. 0000100438/706302/041316/1 TEV NEMA 60Hz 3 SAF~TY General The manufacturer does not accept any liability for damage to the product or personal injury caused by ignoring the safety instructions in this manual, or by negligence during Installation, use, maintenance, and repair of the product mentioned on the cover of this document and any corresponding accessories. Specific working conditions or used accessories may require additional sa f ety instructions. Immediately contact you r supplier if you detect a potential danger when using the product. The user of the product is always fully responsible for observing the local safety instructions and regulations. User Manual -Everyone working on or w ith t he product must be f amiliar with the contents of this manual and must strictly observe the instructions therein. The management should instruct the personnel in accordance with the manual and observe all in structions and directions given . -Never change the order of the steps to perform. -This user manual should always be kept with the product, as well as a duplicate copy be kept by the maintenance service department a~er installation. -The examples and diagrams in this manual are included solely for illustrative purposes. Because of the many variables and requirements associated with any particular installation, Plymovent cannot assume responsibility or liability for actual use based on the examples and diagrams. -No patent liability is assumed by Plymovent with respect to use of information, circuits, or equipment described in this manual. -Reproduction of the contents of this manual, in whole or in part, without prior written permission of Plymovent is prohibited. Pictograms and Instructions On The Product (if present) -The pictograms, warning and instructions attached to the product are part of the safety features. They must not be covered or removed and must be present and legible during the entire life of the product. -If pictogra m , instructions or labels on the product become damaged, missing or illegible immediately discontinue use of the unit and replace or repair damaged or illegible pictogram, warnings and instructions. -Contact your local authorized service technician for support. Users -The use of this product is excl usively reserved to authorized, trained and qualified users. Temporary personnel and personnel in training can only use the product under supervision and responsibility of skilled technicians. -Stay alert and keep your attention to your work. Do not use the product when you are unde r the influence of drugs, alcohol or medici ne. Intended Use1 Th is product has been designed to work in conjunction with a Plymovent automatic control system to provide a complete exhaust extraction system. Using the product for other purposes is considered contrary to its intended use. The manuf act urer "Int ended use" as explained in EN-ISO 12100 is the use for which the technical product is suited as specified by the manufacturer, inclusive of manufacturers directions in t he sales brochure. In case of doubt, It is the use wh ich can be deduced from the construction, the model and the function of the technical product wh ich is considered normal use. Operating the mach ine within the limits of Its Intended use also involves observing the instructions In the user manual. 5 Page 381 of 642 accepts no liability for any damages or injury resulting from such use. The product has been built in accordance with state-of-the- art standards and recognized safety regulations. Only use this product when in accordance with its intended use and the instructions explained in the user manual. Technical Specifications The specifications given in this manual must not be altered from the information given here within. This information is subject to change at any time with or without notice. Modifications Modifications of this product other than those listed within this manual are not allowed. Installation -The installation of this product is exclusively reserved to authorized, well-trained and qualified technicians. -All installations must meet any and all applicable local laws, regulations, standards and requirements. -It is the responsibility of the installing party to ensure that all codes are met during the installation of this control system. Any inspections required are the sole responsibility of the installing party. -Inspect the product and check for damage(s) prior to installation. -Verify the functioning of the safety features. -During installation, always use Personal Protective Equipment (PPE) to avoid injury. This also applies to persons who enter the work area during installation. -Never install the product in front of entrances or exits which must be used for emergency services. -Mind any gas, water pipes and electric cables. -Make sure that the workshop in the vicinity of the product contains sufficient approved fire extinguishers. Use & WARNING Fire hazard! Do not use the product for: -extracting flammable, glowing or burning particles or solids or liquids -extracting of aggressive fumes (such as hydrochloric acid) or sharp particles -sucking cigarettes, cigars, oiled tissues, and other burning particles, objects, and acids & WARNING! Do not use the product for: -aluminium laser cutting -paint mist -extraction of hot gases (more than 176°F/80°C continuously) -grinding aluminium and magnesium -flame spraying -extraction of cement, saw dust, wood dust etc. -sucking cigarettes, cigars, oiled tissues and other burning particles, objects and acids -unit is not intrinsically safe Note: this list is not all-encompassing. & WARNING! Maintenance should only be performed by authorized, qualified and trained persons (skilled) using appropriate work practices. & WARNING! Electrocution hazard Disconnect power before servicing. Failure to do so could result in serious personal injury or death. 0000100438/706302/041316/1 TEV NEMA 60Hz -Check the working environment. Do not allow unauthorized persons to enter the working environment. -Protect the product against submersion. -Make sure the room is always sufficiently ventilated; this applies especially to confined spaces. Service, maintenance and repairs -During service, maintenance and repair jobs, always use Personal Protective Equipment (PPE) to avoid injury. This also applies to persons who enter the work area during installation. -Always use tools, materials, lubricants and service techniques which have been approved by the manufacturer. Do not use worn tools and do not leave any tools in or on the product. -Safety features which have been removed for service, maintenance or repairs, must be put back immediately after finishing these jobs and it must be checked that they still function properly. 6 Page 382 of 642 4 INST.ALLATION & WARNING! Do not attempt installation of this unit unless you are familiar with the necessary tools, equipment, utility connections and potential hazards. Installation should be performed only by a qualified service provider. Failure to do so could result in reduced performance of the unit, serious personal injury or death. & WARNING! Fire hazard Never install the fan in hazardous locations. Always use intrinsic safety techniques in applicable hazardous area. Intrinsic safety (IS) is a protection technique for safe operation of electrical equipement in hazardous areas by limiting the energy, electrical and thermal to a level available for ignition. 4.1 Unpacking Check that the product is complete. The package should contain: -extraction fan including motor support stand 4.1.1. Options and Accessories The TOL (outlet transition) should contain : -square to round outlet transition The SC (soft connection) should contain: -soft connection with 2 hose clamps The TEV-AV (anti-vibration) kit should contain: -vibration dampers (TEV-3.59/3110/559/585: 4 pcs; TEV-745/768: 6 pcs) -hardware (see Fig. 4.1) If parts are missing or damaged, contact your supplier. 4.2 CAUTION! Electric connection to be executed in accordance with NEC/local requirements. Ensure compliance with the EMC regu latory arrangements. Insta I lation The standard outlet position of the TEV- 359/3110/559/585/745/768 fan is at the top (ie. up-blast position). The direction of the TEV fan series outlet positions can be changed to side or bottom as required. Please contact Plymovent for non-standard outlet configurations. Plymovent cannot be held responsible for equipement damage, performance, facility damage or personal Injury for fans modified in field. Extreme care should be taken if fan is dissembled/ reassembled in the field. Refer to "Fig. II Example of Positions" on page 12. 4.2.1 Tools and requirements The following tools are necessary for installing the fan: -wrench 10 mm (common all) -wrench 13 mm (TEV-359/3110/559/585) -wrench 16 mm (TEV-745/768) -wrench 17 mm (TEV-745/768) -screwdriver 4.2.2 Obtaining Correct Blast Position Note: If fan blast is already correct, proceed to instruction 4.2.3. To install the fan, proceed as follows (inc. rotate fan outlet inst.): • Place fan on a secure, flat and safe working platform. • Properly support the motor to prevent damage. 0000100438/706302/041316/1 TEV NEMA 60Hz • Using a lOmm Wrench remove bolts from the motor mounting plate. • Slide motor forward to remove it from the motor plate. -Note there are clip nuts in the housing which can be dislodged ensure all are accounted for and installed into the square opening. Rotate housing so the outlet is aimed the correct direction. • If necessary adjust motor stand up or down to level the fan motor with the housing. Re-install the lOmm bolts and tighten to 160 IN-LBS. • Place the fan in vertical position on the floor or platform. Do not position the fan where it is exposed to v i brations or shocks. 4.2.3 Installing the Vibration Isolators and Securing the Fan We advise the use of vibration isolators to reduce the noise and possible vibrations produced by the fan. Vibration isolators on motor and fan must be part of the same rigid support structure that does not allow independent movement from motor and housing to avoid damage. To install the vibration isolators and secure the fan to the floor or platform (see Fig. 4.1): TEV-359/3110/559/585: Construct a frame from Strut Channel or similar to mount the motor mounting bracket and fan housing too. This will make the fan as a rigidly mounted unit and limit any independent movement or flex between the motor and fan housing. Install the vibration isolators under the Strut Channel and attach to the building mounting surface. -Torque : 88 in.-lbs (10 Nm) -Mounting holes TEV/AV-35: 0 0.31 in. (8.0 mm). TEV-745/768: Construct a frame from Strut Channel or similar to mount the motor mounting bracket and fan housing too. This will make the fan as a rigidly mounted unit and limit any independent movement or flex between the motor and fan housing. Install the vibration isolators under the Strut Channel and attach to the building mounting surface. -Torque: 88 in.-lbs (10 Nm) -Mounting holes TEV/AV-79 : 0 0.43 in. (11.5 mm). ~ .... l :1ifjO r\' --!:: . T : .. , l-= I \ : / \OJ.-scx2i ''--_/ Fig. 4.1 Installing vibration isolators and securing the fan 7 Page 383 of 642 WARNING! Procedures which, if not carried out with the necessary caution, may damage the product and/or cause serious personal injury. 0000100438/706302/041316/1 TEV NEMA 60Hz 8 Page 384 of 642 4.2.4 Connecting the Fan Inlet to a Duct We advise the use of a soft connection for the inlet of a fan to reduce the noise and the vibrations of the fan. To connect the inlet of the fan to a duct (see Fig . 4.2): Attach the soft connection to the inlet of the fan. • Tighten the hose clamp (B). • Attach the soft connection to the duct. • Tighten the hose clamp (C). • Maintain a maximum gap of 3/4" between the duct and fan inlet. 4.2.5 Connecting the Fan Outlet to a Duct We advise the use of a soft connection for the outlet to reduce the noise and the vibrations of the fan and to avoid damage to the duct. In addition, we advise the use of a square to round outlet transition for connection to round duct. Do not reduce ductwork diameter. Outlet duct diameter should be no smaller than the factory supplied square to round transition diameter. To connect the outlet of the fan to a duct (see Fig. 4.2): • Loosen the bolts of the outlet grid (A). • Remove the grid. • Attach the outlet transition on the fan with the bolts (D) of the grid and apply gasket or sealer. • Tighten the bolts of the transition. • Attach the soft connection to the transition. • Tighten the hose clamp (E). Attach the soft connection to the duct. • Tighten the hose clamp (F). B c- Fig. 4.2 Connecting the fan to a duct 4.3 ATTENTION! Ensure that the ductwork is properly supported. The ductwork should not be supported by either the inlet, outlet or soft connection . Electric Connection ATTENTION! Electric connection is to be executed in accordance with NEC/local requirements. Ensure compliance with the EMC regulatory arrangements. 0000100438/706302/041316/l TEV NEMA 60Hz WARNING! Make sure that the fan is suitable for connection to the building power supply. Information about the connection voltage and frequency can be found on the identification plate. The cables must be connected in conformance with NEC, local codes, laws, and regulations. This should only be carried out by licensed electricians. The proper motor wiring connections (shown on the motor nameplate) should be verified and configured for the supply voltage provided. To connect the starting device, proceed as follows: Connect the fan to the chosen starting device according to the information on the identification plate on the motor. Connect the starting device to the building power supply according to the wiring diagram supplied with the control box. Check the direction of rotation of the motor. For this purpose the fan contains an arrow indicating the prescribed direction of rotation. The rotation is visible through the cooling fan shroud. If necessary, for reversing the direction of rotation, see nameplate located on the fan motor. 5 , MAINTENANCE . . . . . ' ' . . The fan requires no specific maintenance. 9 Page 385 of 642 Table I Spare Parts Fan Article Fan Motor {A) Impeller (8) Inlet (C) Outlet Conversion Transition (D) Kit* (E) 2 HP TEV-359 Fan 208-230/460V/1 ph/60 Hz 0000102927 0000102696 0000102817 0000104635 0000100339 0000103279 208-230/460V/3 ph/60 Hz 0000102928 0000102697 0000102817 0000104635 0000100339 0000103280 575V/3 ph/60 Hz 0000102929 0000102698 0000102817 0000104635 0000100339 0000103281 3 HP TEV-3110 Fan 208-230/460V/1 ph/60 Hz 0000102930 0000102699 0000102818 0000104636 0000100339 0000103282 208-230/ 460V /3 ph/60 Hz 0000102931 0000102700 0000102818 0000104636 0000100339 0000103283 575V/3 ph/60 Hz 0000102932 0000102701 0000102818 0000104636 0000100339 0000103284 5 HP TEv-559 Fan 208-230/460V/1 ph/60 Hz 0000102933 0000102702 0000102335 0000104637 0000100340 0000103285 208-230/ 460V/3 ph/60 Hz 0000102934 0000102703 0000102335 0000104637 0000100340 0000103286 575V/3 ph/60 Hz 0000102935 0000102704 0000102335 0000104637 0000100340 0000103287 7.5 HP TEV-585 Fan 208-230/460V/l ph/60 Hz 0000102936 0000102705 0000102992 0000104638 0000100340 0000103288 208-230/ 460V/3 ph/60 Hz 0000102937 0000102706 0000102992 0000104638 0000100340 0000103289 575V/3 ph/60 Hz 0000102938 0000102707 0000102992 0000104638 0000100340 0000103290 .. 10 !"f P TEV-745 Fan 208-230/460V/1 ph/60 Hz 0000102939 0000102708 0000102337 0000104639 0000100341 0000103291 208-230/ 460V/3 ph/60 Hz 0000102940 0000102709 0000102337 0000104639 0000100341 0000103292 575V/3 ph/60 Hz 0000102941 0000102710 0000102337 0000104639 0000100341 0000103293 15 HP TEV-768 Fan 208-230/ 460V/3 ph/60 Hz 0000102942 0000102711 0000102993 0000104640 0000100341 0000103294 575V/3 ph/60 Hz 0000102943 0000102712 0000102993 0000104640 0000100341 0000103295 Notes: *Conversion Kit is used to bring any fan built with a IEC (Metric) motor (pre-4/15/2015) to current 2015 and beyond standards utilizing a NEMA motor. This kit includes the motor, motor plate, impeller hub (Hub only) and necessary hardware. This list is subject to change without notice. Please refer to your local dealer/representative for most up to date documentation. 0000100438/706302/041316/1 TEV NEMA 60Hz 10 Page 386 of 642 Table II Sub table A: Sound power levels (Lw) in dB Sound power is a measure of sound energy per time unit. For a sound source, unlike sound pressure, sound power is neither room dependent nor distance dependent. Sound power is a theoretical value that is not measurable. It is calculated and expressed in watts and as sound power level Lw in decibels. The table below shows the sound power levels in dB calculated according to AMCA Standard 301. • • -t • I 111 111 ~ I I I : I I I .. LwA °' -· 0 2225 97 99 97 94 87 84 80 75 95 QI 1 2060 97 98 96 93 85 83 79 73 94 II) ,., 2 1900 97 98 95 92 85 81 78 73 93 I > w 3 1650 97 98 96 91 84 80 76 72 93 I- 4 1400 97 98 96 88 81 78 74 70 91 0 2700 99 103 99 97 91 86 83 78 98 0 'I-I 1 2550 100 103 99 96 90 85 82 77 97 'I-I -,., 2 2300 100 104 99 96 89 85 81 76 97 > w 3 2050 100 104 99 96 89 84 79 74 97 I- 4 1850 101 105 99 96 89 83 79 74 97 0 3950 105 104 99 96 92 92 88 83 99 QI 1 3800 106 105 101 97 92 91 87 81 100 II) 2 3550 107 106 102 98 93 90 86 80 100 II) ' I > 3 3300 107 106 102 97 92 89 85 79 100 w I-4 3050 107 106 101 97 91 89 84 78 99 5 2800 106 106 101 96 91 88 83 78 99 0 4750 104 107 109 106 97 93 89 84 106 II) 1 4550 104 107 109 105 97 92 88 83 106 co 2 4350 104 107 108 105 96 92 87 82 105 II) I > 3 4100 104 107 107 104 96 91 87 81 105 w I-4 3800 104 107 107 104 95 91 86 81 104 5 3550 103 106 106 103 94 89 85 80 103 0 5900 106 106 104 100 95 94 93 89 103 II) 2 5650 107 106 103 99 94 93 92 88 102 ""' ...... 4 5280 107 106 103 99 93 92 90 86 101 I > w 6 4800 107 106 102 98 92 90 88 85 100 I- 8 4300 107 105 101 98 92 90 87 84 100 0 7500 109 109 108 106 101 98 95 96 108 co 2 7100 109 109 107 106 101 92 91 95 107 IO ...... 4 6700 109 109 107 105 100 85 86 94 106 > w 6 6250 108 109 107 105 100 89 88 92 106 I- 8 5500 107 109 108 105 100 95 90 90 106 Performance shown is for installation type D: Ducted inlet, Ducted outlet. The sound power level ratings shown are in decibels, referred to 10-12 watts calculated per AMCA standard 301. Values are shown for inlet LwiA sound power levels for installation Type D: ducted inlet, ducted outlet. Ratings include the effects of duct end correction. Note: dB(A) levels are not certified by AMCA International. 0000100438/706302/041316/1 TEV NEMA 60Hz 11 Page 387 of 642 Fig. I Fan Dimensions G I . I E I 0 0 I u IJ 0 I 0 ,_____ / 8 0 . I F '-'" I e 0 - A g g 0 I 0 I ~ ~ ~ I c B ] A H D A 25.2 640 30.9 785 38.6 980 B 10.5 267 12.2 310 15.8 402 c 14.0 355 17.5 444 23.7 603 D 9.1 230 10.6 270 11.4 290 E 1 Ph motor 20.6 524 24.3 617 27.0 686 3 Ph motor 19.4 494 23.1 588 27.1 688 F 0 7.9 0 200 0 9.8 0 250 0 12.4 0 315 G 12.3 312 15.0 380 18.1 460 H 8.0 204 9 .6 244 10.4 264 6.4 163 8.0 202 9 .5 242 J 6.3 160 7.9 200 8.7 220 Weight 80 lbs 85 lbs 175 lbs 185 lbs 290 lbs 320 lbs (36 kg) (39 kg) (79 kg) (84 kg) (132 kg) (145 kg) Fig. II Example of Positions 0000100438/706302/041316/1 TEV NEMA 60Hz 12 Page 388 of 642 Fig. III Pressure Drop 10 --_,..-i--..... / ...... ,.v / r---...._ I/ ''-.... "'-""-..... "" ' 9 8 5" 7 3:: 6 :§. 5 "' 4 c. 3 2 ' 0 '\. 0 500 1000 1500 2000 cfm TEV-359 12 I-----...... ~ ........-r---r-,. _;><-. ~ / 10 v ~~ ""'' 2 ""'' "" 0 2 1,8 1,6 1,4 1,2 1 a. 0,8 :r:: 0,6 0,4 0,2 0 2500 6,0 5,0 4,0 3,0 ~ 2,0 1,0 0,0 0 500 1000 1500 2000 2500 3000 3500 4000 4500 TEV-559 20 18 16 14 ij" 12 :;: 10 :§. 8 Q. 6 4 2 0 - ~ cfm ----....... -........... ~ ~ ~ 0 1000 2000 3000 cf m TEV-745 "-.. '-----"' " " '\ 4000 5000 6000 20 18 16 14 12 10~ 8 6 4 2 0 10 9 8 7 6 5 4 3 2 --- ...... 0 o TEV-3110 14 12 --- 10 --r---.._ ~ ........ ---"' __..,.,. i.....- ""' ~--- 500 1000 1500 cfm ./ -----.........__ / / /' ~ " ""' '\ \ 2000 2500 "'--... 5 4 3 a. 2 :r:: 0 3000 7,0 6,0 5,0 6 8 ~ g 6 / ........... ~ 4,0 a. :r:: 3,0 Ill v a. 4 2 o 0 TEV-585 20 18 16 14 -12 ~ 10 g 8 a. 6 4 2 0 - / /. 1000 2000 3000 cfm -,..._ '~ ' '<:. ---I~ """ / ~ ""' ~ 4000 5000 ----- """ '--..._ '\. " ' '\. 2,0 1,0 0,0 20 18 16 14 12 a. 10 :r:: 8 6 4 2 o o 1000 2000 3000 4000 5000 6000 7000 8000 cf m TEV-768 Static pressure/airforce testing was performed at 70°F (21°C) at sea level. In accordance with AMCA. 0000100438/706302/041316/1 TEV NEMA 60Hz 13 Page 389 of 642 S AP PLIED WIRELESS 1-CH KTX WIRE Long Range Wireless Applications 1-CH Wireless Transmitte~ with Wire Trigger Input . The Wired-Input transmitter is a modification of the Applied Wireless standard Keyfob Remote Transmitter with the replacement of the keyfob button with wires. A switch or dry contact such as a relay is typically used to short the two wires together to activate the transmitter. Once activated, the transmitter will transmit for 2 .5 seconds and then stop. The remote control transmitters in the KTX C Series are FCC Part 15 certified which allows for a quick and cost effective solution to wireless remote control system design and implementation. The transmitter's ID code is preprogrammed at the factory to one of more than 16.7 million possible codes , providing a very high degree of security. Power is supplied by a widely available battery (included). a · ... •• This product is compatible with Applied Wireless ' existing RCR receivers used in vehicle exhaust venting systems. 0 d . If f r ermg n orma ion Frequency Wired Input (MHz) Transmitter Model 303.825 KTX303C-WIRE-AC3 433.920 KTX433C-WIRE-AC3 2400 KTX24SS-2WIRE Model Activation Time KTX303C-WI RE-AC3 2.5 Seconds KTX433C-WI RE-AC3 2.5 Seconds KTX24SS-2WI RE Continuous Size: 2.4 x1 .45 x0.53 in. (61.22 x36 .83 x13.47 mm) Learn Mode Instructions-RCR24553R Only Matching Receiver (Standard) RCR303C3R RCR433C3R RCR24SS3R Replacement Batteries 23A 23A 2032 Coin Cell The RCR24SS3R Series receiver will learn up to 60 transmitter IDs. To learn a transmitter: 1. Power up the receiver. 2. Momentarily press the learn button; the light LEARN light will go on. Matching Receiver (High Transient Sunnression) RCR303C3R-AC 1 RCR433C3R-AC1 RCR24SS3R-AC1 ~ 3. Activate the transmitter until the LEARN light goes out. The JG Series transmitter can be activated by applying 12V to any red wire and connecting black wire to(-). 4. To learn another transmitter, repeat the process. Codes cannot be deleted individually. The entire list of learned codes can be cleared by pressing and holding the LEARN switch for at least 10 seconds and then releasing it. The LEARN light will flash on and off for a few seconds to indicate the entire list of learned transmitters is empty. Learn Mode Instructions-RCR303C3R and RCR433C3R Series Only 1. Power up the receiver. 2. Momentarily press the learn button ; the light LEARN light will go on . 3. Activate the transmitter until the LEARN light goes out. Connect the two leads together to activate. For the 303 and 433 MHZ transmitters, it is not necessary to learn each individual transmitter as they all have the same address code (unless it's a dual system and "Blue" code is used). Receiver Connections Relay 2 on the receiver is activated by the transmitter. Use N02 and C2 connections on the RCR receivers . FCC ID: N6PKTX303 (or QY4KTX433 or UYl24) This device complies with Part 15 of the FCC Rules. Operation is subject to the following two conditions : (1) This device may not cause harmful interference and (2) This device must accept any interference received , including interference that may cause undesired operation . Applied Wireless Inc., 1250 Avenida Acaso, Ste F, Camarillo, CA 93012 Phone (805) 383-9600 • Fax (805) 383-9001 • www.appliedwireless.com Page 390 of 642 .APPLIED WIRELESS© Long Range Wireless Applications 303, 433 MHz 3-Function Remote Control Receiver (with On-Board 10-Amp Relays) The RCRC-3R Series remote control receivers are designed to provide a quick and cost effective solution for a variety of wireless applications. The receiver includes an external antenna, decoder and three 10-Amp on-board relays. The receiver offers excellent sensitivity and selectivity by the utilization of SAW technology and state-of-the-art low noise amplifiers. An external jack is provided for external long- range antenna. Units are designed to work with Applied Wireless encoders, as in the KTX-C series models. This is a learning receiver, and can learn up to 4 different coded transmitters. Features • Matching Transmitters Available • Three 10-Amp SPOT On-Board Relays • Long Range -Up to 1000 ft 1 • Integrated Code-Learning Decoder • Can Learn up to 4 Transmitter IDs • 16.7+ Million Unique Transmitter IDs • Momentary, Latched, or Toggle Operation • 12-24 Volt DC or AC Operation • LED Output Activation Indicators Block Diagram +12V RX3e3 SUPERHET RECEIVER RCRC-3R Series Typical Applications • Remote Control • Industrial ON/OFF Applications • Motor Control • Solenoid Control • Lighting Control • Access Control • PLC Activation ~NTENN~ -t12U GNC NC1 Cl N01 NC2 C2 N02 NC3 C3 NC3 1Unobstructed fine of sight range, when used with a 1/4-wave ground plane antenna. With the included whip antenna , range is 300-400 ft. Optional antennas are available for longer range. See Antenna Options table. Specifications subject to change without notice or obligation. www.applied-wireless.com •Tel: (805) 383-9600 • Fax (805) 383-9001 Revised 12/04/07 Page 391 of 642 e APPLIED WIRELESS RCRC-3R Series Od I t t" r enng n orma 100 Matching Frequency Model Number Key Chain (MHz) Transmitter2 303.825 RCR303C-3R KTX303Cx 433.920 RCR433C-3R KTX433Cx "· -x-Number of buttons. 1, 2, or 3 Electrical Characteristics Sym Parameter Min Typ Max Unit Operating Voltage Range 10 12 26 Volts Operating Current, Unactivated 20 24 mA Operating Current, Activated 58 63 mA Relay Contact Ratings at 28VDC 10 Amps Relay Contact Ratings at 120VAC, 12 Amps Resistive Load Receiver Sensitivity -112 dBm fc Center Frequency See Chart MHz Zout Antenna Input Impedance 50 Ohms Top Operating Temperature -20 +60 c Package Dimensions -1.48--' 3. 00 l -$-' I . 68 0 0 0 POWER l£0 J 2. 09 LEAR!/ SWITCH (@) ANTEN llA LE ARN lED 4.75 t 11v 0 , 0 0 0 0 5 . 25 G~D o(j) MCI oS Cl o0 DHA LED rw1 o© RELAY ti LED hCZ u~ 2 .22 CZ o<e) J RELAY t2 U O N02 o(j) ~C3 u6J R£LAY tJ LED C3 o0 ll03 0 u :j ------3 .50 Specifications subject to change without notice or obligation. www.applied-wireless.com •Tel: (805) 383-9600 • Fax (805) 383-9001 Revised 12/04/07 Page 392 of 642 RCRC-3R Series Learn Mode Instructions The receiver will learn up to 4 transmitter IDs. To learn a transmitter, power up the receiver, remove the receiver antenna and then press the learn button. The Learn LED will light. Then press any button on the keyfob transmitter. When the LED goes out, the transmitter has been learned. To learn another transmitter, repeat the process. When the fifth transmitter is learned , the first transmitter that was learned is eliminated from flash memory. Application Circuit -DC Motor Forward/Reverse Circuit ANTENNAO +12 voe + 12 UDC GND NC 1 C1 NO 1 -- R CRxxxC3R NC 20 c20 DC MOTOR M NO 20 NC 3 - C3 NO 3 ANTENNA OPTIONS Model Description Gain (dBd) Notes 800014/800015 114-WaveWhip -2 Included DPxxx Dipole 0 With 7' cable DPAxxx Amplified Dipole 3 Requires 12 VDC xxx=frequency Application Note: The number of buttons on the KTX transmitter determines which rela in the RCRC-3R receiver res onds to each button, as illustrated below: Single Button KTX Two-Button KTX 1 Relay#2 1 Relay #1 2 Relay #3 Three-Button t-------1-t----------R=---:el_ay~#-:--1-t 2 Relay #2 KTXo------------<>----------~--. 3 Relay#3 Specifications subject to change without notice or obligation. www.applied-wireless.com •Tel: (805) 383-9600 •Fax (805) 383-9001 Revised 12/04/07 Page 393 of 642 RCRC-3R Series Output Response Mode Selection Jumpers RCRC3R remote control receiver may be configured for three different output response modes: Momentary Mode (factory-default), Latched Mode, or Toggle Mode (sometimes called "Push On I Push Off' Mode). The configuration selected applies to all three of the receiver's on-board relays. This section describes the characteristics of, and configuration settings for, the three Output Response Modes. 0 ~::> <::D 0 e <::D 0E>G> E><30 8<30 8 -08 These two jumpers establish the response characteristics of the receiver's relays, as described in the sections below. To select a response mode other than Momentary (factory- default), remove the receiver's top cover and configure the jumpers as required. NOTE: This drawing depicts the relevant section of the PC board for model RCRxxxC-3R, with the two jumpers shown in the factory-default (Momentary Mode) configuration. Momentary Mode (factory default) A relay energizes when its associated button on the remote is depressed. The relay remains energized only until the transmitter's button is released (or reception of the remote's signal ceases). Latched Mode A relay energizes when its associated button on the remote is depressed, and remains energized after the button is released. When a different button on the remote is pressed, the currently energized relay will de-activate, and the relay corresponding to the button just pressed will energize. In this mode, only one relay can be active at any given time. Toggle Mode A relay energizes when its associated button on the remote is depressed, and remains energized after the button is released. A subsequent press of the same button on the remote will deactivate the relay. In this mode, each of the relays is completely independent of the others, thus any combination of one, two, three, or no relays may be energized at any given time. Specifications subject to change without notice or obligation. www.applied-wireless.com •Tel: (805) 383-9600 •Fax (805) 383-9001 Revised 12/04/07 Page 394 of 642 PLYMrJVENT® I clean air at work HIGH TEMPERATURE (HT) LOWER HOSE • • • ..., GJ GJ .c LOWER HOSE Plymovent's market-leading High Temperature (HT) Lower Hose for Fire and EMS stations is a proprietary construction, with a hiqh-quallty, semi-rigid synthetic fabric that can endure exhaust gas temperatures up to 10S0°F (566°C) intermittant and independently tested to endure a spike of 1221 °F (661°C) in a properly designed system. Independent laboratory test results available upon request. The hose is flame and abrasion resistant. Upper and Mid hose packages are also available for Plymovent track and rail systems. APPLICATIONS The HT is intended to be used for the following ~ applications: '-=a • Fire and emergency services stations with heavy-duty vehicles that generate high temperature hazardous exhaust fumes, such as newer diesel vehicles that contain aftertreatment technologies such as a diesel particulate filter (DPF). Note: For safety reasons, and as specifi ed by many vehicle manufacturers, regeneration should never be performed inside the Fire or EMS Station due to the high exhaust temperatures associated with DPF regeneration . SPECIFICATIONS • Physical dimensions and properties Material •Hose wall • constructed with a proprietary, h igh-temperature, semi-rigid material to ensure proper •Spiral operation with Grabbers • spring steel wire helix and a high temperature synthetic wear strip for abrasion res istance Diameters available 4 and 5 in. (100 and 125 mm) • Ambient conditions Operating temperature • continuous: up to 900°F {482°C) • intermittent: up to 10S0°F (566°C) • independently tested to endure a spike of 1221 ° F (661°C) • Recommended lengths • Lower hose standard length is 2 ft (0,61 m) &.. CL www.plymovent.com • Product combinations Track/Rail Systems • SBTA / STRA I VSRX Nozzles • Magnetic Grabber • Pneumatic Grabber • Options and accessories Balancer, hose saddle, hose clamps, nozzles (must be ordered separately) • Order information Article no . see remaining specifications Number (package) 1 • Shipping data Country of origin USA • Recommended use Not be used during the regeneration PlymoventAuthorized Distributor: Page 395 of 642 -------..__ ... THE COMPLETE DUCT SOURCE DUCT Qua I ity-De livery-Service-Design-Price :"'-"' --. --' ---. -. : -'-~ 1 : ;; . · Cl .amp Together Duct System ---.. ,··J tu___ - ----~----- ---- - - -- - - -~ - - -~ ----·--_·::::::-__..1 The Quick Connect, Quick Assembly, No-Weld Ductwork At US Duct we know more about Clamp Together Duct than anyone. (see our profiles) Available in sizes 3" -24", in galva- nized and SS, in standard and heavy (up to 10) gauge. We provide ALL components and special fittings. The system is infinitely adjustable with adjustment capability built into EVERY fitting. While Clamp Together Duct is often the fastest, easiest and cheapest way to address dust/mist collection, it is often best used in conjunction with other connection methods as dictated by application or duct size. NOTE: Galvanized material ASTM A527 with G-90 rating. 304 SS Meets ASTM A240 requirements. Variety of 11" Adjustable Sleeve The Clamp 5' Rolled Lip Pipe Allow For up to 2" Adjustments 4898 McCracken Rd, Kernersville, NC 27284 PO Box 2537, Kernersville, NC 27285 Toll free: 1-855-487-3828 Fax: 1-336-904-0116 www.us-duct.com Page 396 of 642 a ----__ ...__ .. THE COMPLETE DUCT SOURCE DUCT Qua I ity-De livery-Service-Design-Price Stainless Steel Duct Clamps The stainless steel Duct Clamp is designed for repeatable and long term service. Like all of our products, these duct clamps are manufactured here in the states (with the exception of some very minor components not available in the US). The over center latch securely draws the special contoured band around the rolled lips of the components and seals them tightly. The clamp securely holds the duct but is ready for easy release for the next move or modification. This is all done WITH- OUT removing screws, tape or bolts. Like everything at US Duct-simple, easy and well-conceived Dia. Base# 3 .. CL03 4" CL04 5" CLOS 6" CL06 7" CL07 8" CLOS g• CL09 10" CL10 11" CL11 12" CL12 13" CL13 14" CL14 15" CL15 16" CL16 17" CL17 18" CL18 19" CL19 20" CL20 22" CL22 24" CL24 4898 McCracken Rd, Kernersville, NC 27284 PO Box 2537, Kernersville, NC 27285 Toll free: 1-855-487-3828 Fax : 1-336-904-0116 www.us-duct.com Page 397 of 642 a =------.... -~ THE COMPLETE DUCT SOURCE DUCT · Qua I ity-De I ive ry-Se rvice-Des ign-P rice ~-;~,I .:~~--~-~·:;.-, -. -----r~ • -----~-•' "Y~ ~:~1.~-11 ~.:?.:.--~'~. : .. · ~~.,"--_. _·-"<;la~p -Jqget~er Duct Sy:5t~.Q1 _, ~ont._~ _,-= ~, ·-_,.~_-... :<::~:, .. :•!·~~ -~--t.-.:..-.i~·~__.r.___·_:.._·_j_ --..__ ----=--~·--· -· --·----=--·--=-~ ... _______ J_-__ f;..___:__ .. _.::;;__,:;:_.,J~~ The Rolled Lip pipe comes in standard 5' lengths . The seams are lock-seam connected along the length . The Rolled Lip and Clamp -Clamp it or rivet or weld it or bolt it together? It is a simple answer-if you want to save time and money. Clamp Together Duct is 70% faster. Don't believe us-call for a sample. Anyone can do it-literally -In fact both self-installers and contractors love the product because it is so simple. US Duct will provide you with simple, easy to follow "A" to 11 8 11 drawings of your specific system. Large or small systems are liter- ally quick and easy. Watch the whiteboard video: https:Uvoutu.be/Lx6Ghodh68Y 5' Sections of Rolled-Lip Pipe Dia. Base# -==""""""= ... Rolled Edge Dia. Base# 3 " P03C 3" AS03C 4" P04C 41' AS04C 5" P05C 5" AS05C 6" P06C 6" AS06C 7" P07C 7" AS07C 8" P08C 8" ASOBC 9" P09C 9" AS09C 10" P10C 10" AS10C 11" P11C 11" AS11C 12" P12C 12" AS12C 13" P13C 13" AS13C 14" P14C 15" P15C 14" AS14C 15" AS15C r-·0 -1 16" P16C 16" AS16C 17" P17C 17" AS17C 18" P18C 18" AS18C 19" P19C 19" AS19C 20" P20C 20" AS20C 22" P22C 22" AS22C 24" P24C 11" Adjustable Sleeve 24" AS24C 4898 McCracken Rd, Kernersville, NC 27284 PO Box 2537, Kernersville, NC 27285 Toll free: 1-855-487-3828 Fax: 1-336-904-0116 Page 398 of 642 March 11, 2020 Mr. Tom Ferguson Engineer I Paramedic City of College Station Fire Department 300 Krenek Tap Road College Station, Texas 77840-5023 RE: TRAINING 1300 West Dslro\l SI. Broken Arrow, OK 74012 OFRCE 918·251 ·8000 FAX 918·251-49n 800-351-1858 \'rNW.aircleaningtech.com Air Cleaning Technologies, Inc. commits to provide initial training and support with regard to the operation and maintenance of the Plymovent Vehicle Exhaust Removal Systems for all firefighters and other employees. In addition, we will provide a DVD which describes both the features and proper operation of the Plymovent Sliding Balancer Track, Straight Rail and Vertical Stack Rail Systems . Our objective is to create a long term satisfied customer by providing thorough training and ongoing service maintenance. Patrick Smith Executive Vice President PSS/ls 800-351-1858 E-mail: psmith@airclean ingtech .com Web Site: www .aircleaningtec h.com Page 399 of 642 SECTION# 5 Page 400 of 642 QUALIFICATIONS 1300 \Yes t Oelrolt St. Broken MOW, OK 74012 OFFICE 918·251 ·8000 FAX 918-251-49n 800-351-1858 vr.o11v.ili r<>leaning1ec11.com '1(). aircleaninn AIR CLEANING TECHNOLOGIES, INC. TECHNOLOGIH::I As a licensed mechanical contractor specializing in indoor air quality for over 35 years, we design, install and service successful air purification and emissions control solutions to improve indoor air quality and to meet federal, state and local environmental, health and safety requirements. We help provide a healthier work place for your employees. We also provide the most efficient solution that delivers the best value for the investment. For the removal of process emissions of hazardous smoke, dusts, fumes, mists and VOC's, we provide: • engineering design • turnkey installation and service of air purification systems for commercial and industrial applications We offer: • engineered exhaust systems • dust collection systems • industrial central vacuum systems • odor and fume removal • vehicle emissions exhaust systems • wet scrubbers • high efficiency mechanical and HEPA filtration • process design staff (Mechanical Engineering -Licensed Professional Engineer) A few companies with whom we do business include: • Acme Brick • International Paper Co • SW United Industries • ADM Grain Company • Nordam Group • TDK • American Airlines • Norris Sucker Rods • T . D. Williamson Inc • Baker Hughes • Pratt & Whitney • Tinker Air Force Base • Exxon Mobil Chemical Co • Caterpillar • Tyson Foods • Goodyear Tire & Rubber Co • Spirit Aero Systems Inc • Whirlpool A few cities with whom we do business include: • City of Austin, TX • City of Dallas, TX • City of Little Rock, AR • City of Bentonville, AR • City of El Paso, TX • City of Lubbock, TX • City of Broken Arrow, OK • City of Houston, TX • City of Tulsa, OK Page 401 of 642 AIR CLEANING TECHNOLOGIES, INC. MISSION STATEMENT 1300 Wes t De troit St. Broken Arrow, OK 7,1012 '.Jf"f[ 918-25 1·8000 "~. 918 ·251 -4977 800 -351-1858 '.WM.airc le11nin91ech.com ~ aircleaning TE CH NO LOG I ES "The mission of Air Cleaning Technologies, Inc. is to encourage, promote and provide cost - effective engineered solutions incorporating state-of-the-art design and high quality components to the Industrial and Fire Service marketplace, thereby fulfilling the need for reliable air purification systems, timely project completion and prompt service. " Through our continuous endeavor to improve systems design and performance and through our commitment to the principles of excellence, integrity, loyalty and trustworthiness, we strive to enhance the well being and quality of life of all we serve. We achieve these commitments through competencies that manifest our guiding principles: • Innovative systems development ... engineering des igns for high quality, flexible and cost- ejfective applications solutions; • High standards in the provision of customer service and technical support; • Teamwork by employees, sales force and suppliers to meet the customers' needs; • Ongoing professional and personal development of employees. Page 402 of 642 QUALIFICATIONS PL YMOVENT CORPORATION 1300 West Detroit St. Broken MfNI, OK 74012 OFFICE 918·251 ·8000 FAX 918·251·49n 800-351-1858 www .aircleaninglech .com ~ aircleanilVI TECHNOLOGIH:t For over forty years now, Plymovent has designed and installed Vehicle Exhaust Systems for many companies such as Seagraves, Oshkosh, Pierce, General Motors and the U.S. Military. Plymovent provides sophisticated vehicle emissions exhaust systems for Porsche, Volvo and BMW auto assembly plants in the United States and Europe. Plymovent is also recognized as a national leader in the fire service industry for emergency response vehicles emissions exhaust. After the first printed release of NFPA 1500 (August 7, 1987), fire chiefs nationwide contacted their fire apparatus manufacturers in search of a solution to their diesel exhaust problem. Many of the calls were referred to Plymovent since they had designed and installed successful systems in their manufacturing areas. Today, Plymovent is the # 1 provider of diesel exhaust extraction systems for the fire/rescue service industry in the United States and Canada. With subsidiaries and distributors in over 45 countries and over 50,000 installations, Plymovent is happy to offer you just a few of the many letters of commendation they received. Page 403 of 642 1. 2. 3. 4. 5. 6. 7. 8. 9. FIRE DEPARTMENTS REFERENCE LIST Broken MOW, OK 74012 OFFICE 918·251·8000 FAX 918-251-4977 800-351-1858 www.airdeaningtech.com ~ MAGNETIC GRABBER INSTALLATIONS ai rcleanilV1 TEC H NO L OGIH~ PL YMOVENT VEHICLE EXHAUST VENTILATION SYSTEMS FIRE STATION #OF FIRE STATION #OF PLYMOVENT PLYMOVENT STATIONS STATIONS Abilene Fire Department 10. Boerne Fire Department 250 Grape Street 5 726 North Main 1 Abilene, Texas 79601-5607 Boerne, Texas 78006 Captain Jerry Medley (325) 676-6676 Assistant Chief Ray Hacker (830) 249-3644 Allen Fire Department 11. Broken Arrow Fire Department (Tulsa Metro) 310 Century Parkway 4 120 West Kenosha 5 Allen, Texas 75013 Broken Arrow, Oklahoma 74012 Ext. 6355 Division Chief Richard Vaughn (214) 509-4405 Chief Jeremy Moore (918) 259-2400 Austin Fire Department 12. Brownsville Fire Department 4201 Ed Bluestein Blvd. 36 1150 East Adams Street, 2•d Floor 9 Austin, Texas 78721 Brownsville, Texas 78520 Battalion Chief Peter Teliha (512) 974-0113 Chief Jarett Sheldon (956) 546-3195 Bartlesville Fire Department 13. Bryant Fire Department 601 South Johnstone 3 312 Roya Lane 3 Bartlesville, Oklahoma 74003 Bryant, Arkansas 72022 Chief John Banks (918) 338-4098 Chief J. P. Jordan (501) 943-0943 Bella Vista Fire -EMS 14. Camp J.T. Robinson Fire Department 103 Town Center 4 Arkansas State Military Department 2 Bella Vista, Arkansas 72714 CRPD/SEC Building 7200 Chief Stephen R. Sims (479) 855-8248 North Little Rock, Arkansas 72199-9600 Mr. Bill Comer (501) 212-5281 Bentonville Fire Department 15. Carrollton Fire Rescue (Dallas Metro) 800 SW A Street 6 1111 West Belt Line Road,# 100 8 Bentonville, Arkansas 72712 Carrollton, Texas 75006 Chief Brent Boydston (479) 271-5927 Chief Gregg Salmi (972) 466-3070 Bentonville Police Department-Bomb Unit 16. Collinsville Fire Department 908 SE 14th Street 1 1214 West Main Street 1 Bentonville, Arkansas 72712 Collinsville, Oklahoma 74021 Sgt Russell Hinds (479) 271-3173 Chief Harold Call (918) 371-1020 Bethel Heights Fire Department 17. Collinsville Rural Fire Protection District 675 Sunset Drive 1 1018 South 12th Street 1 Bethel Heights, Arkansas 72764 Collinsville, Oklahoma 74021 Chief Michael Morris (479) 751-1757 Chief Jim Wilson (918) 371-4854 Blackwell Fire Department 18. Dallas Fire Rescue 224 West Blackwell 1 5000 Dolphin Road 69 Blackwell, Oklahoma 74631 Dallas, Texas 75223 Chief Cory Hanebrink (580) 363-5490 Ext 37 Division Mgr J . D. Travis (214) 670-8918 Page 404 of 642 19. 20. 21. 22. 23. 24. 25. 26. 27. REFERENCE LIST MAGNETIC GRABB ER INSTALLATIONS 1300 West Detroit St. Broken Arrow, OK 74012 OFnCE 918·251 ·8000 FAX 918-251-4977 800-351-1858 www.air cleaJlingtech.com ~ PLYMOVENT VEHICLE EXHAUST VENTILATION SYSTEMS aircleaniog TECHNOLOGIES FIRE STATION #OF FIRE STATION #OF PLYMOVENT PLYMOVENT STATIONS STATIONS Edmond Fire Department 28. Grand Prairie Fire Department 5300 East Covell 6 201 Northwest 2•d, Suite 200 2 Edmond, OK 73034 Grand Prairie, Texas 75050 Chief Chris Goodwin (405) 216-7304 Assistant Chief Mike Sieg (972) 237-8302 El Dorado Fire Department 29. Grapevine Fire Department 204 North West Avenue 3 601 Boyd Drive 6 El Dorado, Arkansas 71730 Grapevine, Texas 76051 Deputy Chief Sean McCall (870) 881-4855 Deputy Chief Kent Short (817) 410-8100 El Paso Fire Department 30. Highland Park Fire and EMS (DPS) 8600 Montana Avenue/ 416 N. Stanton 10 4700 Drexel Drive 1 El Paso, Texas 79925 Highland Park, Texas 75205 Chief Terry Kebschull (915) 771-1071 Chief Rick Pyle (214) 559-9450 Captain Chuck Gore (214) 559-9333 Fayetteville Fire Department 31. Hope Fire Department 303 West Center 7 308 East 3rd 2 Fayetteville, Arkansas 72701 Hope, Arkansas 71802 Assistant Chief Kevin Murray (479) 575-8365 Chief Dale Glanton (870) 777-6702 Flower Mound Fire Department 32. Hot Springs Fire Department 3838 Forums Drive 5 310 Broadway Avenue 5 Flower Mound, Texas 75028 Hot Springs, Arkansas 71901 Chief Eric Greaser (972) 874-6340 Chief Ed Davis (501) 321-6971 Fort Smith Fire Department 33. Houston Fire Department 200 North 5th Street 5 1801 Smith, 7th Floor 16 Fort Smith, Arkansas 72901 Houston, Texas 77002 Assistant Chief Terry Biggler (479) 783-4052 Assistant Chief Ruy Lozano (832) 394-6706 Fort Worth Naval Air Station 34. Irving Fire Department (Dallas Metro) 1425 Carswell Avenue 2 845 West Irving Boulevard 12 Fort Worth, Texas 76127 Irving, Texas 75060 Chief Paul W. Murray (817) 782-6331 Chief Victor Conley (972) 721-2652 Frisco Fire Department 35. Keller Fire Rescue 8601 Gary Burns Drive 9 110 West Vine Street 3 Frisco, Texas 75034 Keller, Texas 76248 Battalion Chief Todd Humbarger (972) 292-6460 Chief David Jones (817) 743-4401 Asst Chief Chuck Blankenship (817) 743-4450 Georgetown Fire Department 36. Kingsville Fire Department 3600 D.B. Woods Road 1 119 North 10th Street 2 Georgetown, Texas 78626 Kingsville, Texas 78363 Chief John Sullivan (512) 930-3473 Chief Adrian Garcia (361) 592-6445 Page 405 of 642 37. 38. 39. 40. 41. 42. 43. 44. 45. REFERENCE LIST MAGNETIC GRABBER INSTALLATIONS 1300 West Detroit St. Broken Arraw, OK 74012 OFACE 918-251-8000 FAX 918-251-4977 800-351-1858 www.aircfeaningtech .co m '1() PLYMOVENT VEIDCLE EXHAUST VENTILATION SYSTEMS ai rcleaninn TECHNOLOG1H::I FIRE STATION #OF FIRE STATION #OF PLYMOVENT PLYMOVENT STATIONS STATIONS Lake Worth Fire Department 46. Mansfield Fire Department 3801 Fireball Drive 1 Public Safety Building 4 Lake Worth, Texas 76135 1305 East Broad Street Chief Mike Christenson (817) 237-7461 Mansfield, Texas 76063 Chief Michael Ross (817) 276-4777 Laredo International Airport-ARFF Station 47. Miami Fire Department 5210 Bob Bullock Loop 1 103 Goodrich Boulevard 2 Laredo, Texas 78041 Miami, Oklahoma 73140 Captain Jose G. Izaguirre (956) 489-4064 Chief Robert Wright (918) 542-6685 Laredo Fire Department 48. Monkey Island Fire Department 616 East Del Mar 1 56298 East 295 Road 1 Laredo, Texas 78045 Afton, Oklahoma 74331 Chief Steve Landin (956) 718-6000 Chief Carl Tesreau (918) 257-8242 Lawton Fire Department 49. Montgomery County ESD # 1 623 "D" Avenue 6 Cut-N-Shoot Volunteer Fire Department 1 Lawton, Oklahoma 73501-4576 310 North Danville, Suite A Chief Dewayne Burk (580) 581 -3290 Willis, Texas 77378 Chief Josh Montgomery (936) 856-5111 Lewisville Fire Department (Dallas Metro) 50. Montgomery County ESD # 1 188 North Valley Parkway 8 Fire Station # 95 1 Lewisville, Texas 75067 200 South Kennedy Street Division Chief Steve Carter (972) 219-3580 Willis, Texas 77378 Deputy Chief Thomas Pittman (936) 856-5111 Little Rock Fire Department 51. Moore Fire Department 624 South Chester Street 23 2400 South Fritts Blvd. 4 Little Rock, Arkansas 72201 Moore, Oklahoma 73160 Chief Gregory Summers (501) 918-3700 Chief Gary L. Bird ( 405) 590-9136 Captain Jim Williams (501) 918-3790 Little Rock V.A. Medical Center 52. Murphy Fire Department 2200 Fort Roots Drive 1 206 North Murphy Road 1 North Little Rock, Arkansas Murphy, Texas 75094 Assistant ChiefLeithan Smith (501) 257-4351 Chief Mark Lee (972) 468-4300 Lowell Fire Department 53. Muskogee Fire Department 216 North Lincoln Street 2 505 Columbus 6 Lowell, Arkansas 72745 Muskogee, Oklahoma 74401 Chief Mike Morris (479) 770-0166 Chief Derek Tatum (918) 687-5483 Lubbock Fire Department 54. Nichols Hills Fire Department 1515 East Ursuline Street 10 6407 Avondale Drive 1 Lubbock, Texas 79403 Nichols Hills, Oklahoma 73116 Deputy Chief Lynn Smith (806) 775-2630 Chief Kevin Boydston ( 405) 843-8526 Page 406 of 642 55. 56. 57. 58. 59. 60. 61. 62. 63. 1300 We st Detroit St. Broken Arrow, OK 74012 OFFICE 918·251·8 000 FAX 918-251·4977 800-351-1858 www.airtleaningtech .com REFERENCE LIST MAGNETIC GRABBER INSTALLATIONS ~ PLYMOVENT VEIDCLE EXHAUST VENTILATION SYSTEMS aircleanilVI TECHNOLOGIH~ FIRE STATION #OF FIRE STATION #OF PLYMOVENT PLYMOVENT STATIONS STATIONS Noble Fire Department 64. Paris Fire Department 117 North 2•d Street 1 135 SE l '1 Street 3 Noble, Oklahoma 73068 Paris, Texas 75460 Chief Bobby Hall ( 405) 872-9231 Asst Chief Thomas McMonigle (903) 784-9222 Norman Fire Department 65. Pharr Fire-Rescue 415 East Main 6 118 South Cage, 3rd Floor 1 Norman, Oklahoma 73071 Pharr, Texas 78577 Chief Travis King (405) 292 -9780 Chief Leonardo Perez (956) 402-4400 Ext. 3001 North Little Rock Fire Department 66. Phillips 66 723Maple 5 1000 South Pine, RB 3617 1 North Little Rock, Arkansas 72114 Ponca City, Oklahoma 74601 Chief James Murphy (501) 340-5377 Mr. Larry Baird (580) 767-4250 North Richland Hills Fire Department 67. Pine Bluff Fire Department 4301 City Point Drive 5 200 East 8'h Avenue 1 North Richland Hills, Texas 76180 Pine Bluff, Arkansas 71601-5006 Chief Stan Tinney (817) 427-6900 Chief Don Horton (870) 543-5150 Assistant Chief Kirk Marcum N. W. Rogers Fire District #1 68. Plano Fire -Rescue 6601 East 400 Road 3 1901 K Avenue 12 Oologah, Oklahoma 74053 Plano, Texas 75074 Chief David Puckett (918) 443-2471 Chief Sam Greif (972) 941-7159 Oklahoma City Fire Department 69. Ponca City Fire Department 820NW5th 1 500 East Grand 4 Oklahoma City, Oklahoma 73106 Ponca City, Oklahoma 74601 Chief Marc Woodard (405) 297-3314 Chief Butch Herring (580) 767-0360 Deputy Chief Gary Reed (580) 767-0339 Owasso Fire Department 70 . Purcell Fire Department 8901 North Garnett Road 3 1505 North Green Avenue 1 Owasso, Oklahoma 74055 Purcell, Oklahoma 73080 Chief Chris Garrett Chief Greg Cypert (405) 527-3014 Deputy Chief Mark Stuckey (918) 272-5253 Pantego Fire -Rescue 71. Quapaw Tribe Fire Department I EMS 1614 South Bowen Road 1 6300 South Hwy 69A 1 Pantego, Texas 76013-3336 Miami, Oklahoma 74354 Chief Tom Griffith (817) 274-1384 Chief Jeff Reeves (918) 674-2710 Paragould Fire Department 72 . Robstown Fire Department 1405 West Kingshighway 4 516 East Avenue B 1 Paragould, Arkansas 72450 Robstown, Texas 78380 Chief Kevin Lang (870) 239-7525 Chief Ricardo Gonzalez (361) 387-2522 Page 407 of 642 73. 74. 75. 76. 77. 78. 79. 80. 81 . 1300 West Detroit St. Broken Arrrm, OK 74012 OFFICE 918·251-8000 FAX 918·251 ·4977 800·351-1858 www .aircieaningtech .com REFERENCE LIST ~ MAGNETIC GRABBER INSTALLATIONS PLYMOVENT VEHICLE EXHAUST VENTILATION SYSTEMS ai rcleanilVI TECHNOLOGIH=:ll FIRE STATION #OF FIRE STATION #OF PLYMOVENT PLYMOVENT STATIONS STATIONS Rogers Fire Department 82. Siloam Springs Fire Department 201 North l '1 Street 7 1450 Cheri Whitlock 2 Rogers, Arkansas 72756 Siloam Springs, Arkansas 72761 Chief Tom C. Jenkins (479) 621-1111 Chief Jeremey Criner (479) 524-3103 Rowlett Fire Rescue 83. South Montgomery County ESD # 8 4701 Rowlett Road 4 335 Volunteer Lane 7 Rowlett, Texas 75088 Spring, Texas 77380 Chief Neil Howard (972) 412 -6230 Chief Robert Hudson (281) 363-3473 Russellville Fire Department 84. Southern Arkansas University Tech 203 West 2•d Street I Training Academy I Russellville, Arkansas 72801 100 Carr Road PIO Richard Setian (479) 968-2332 Camden, Arkansas 71701 James Rubow (870) 574-4500 Sachse Fire Department (Dallas Metro) 85. Springdale Fire Department 5560 Highway 78 2 417 South Holcomb Street 6 Sachse, Texas 75048 Springdale, Arkansas 72765 Chief Doug Kendrick (972) 675-1633 Chief Mike Irwin (479) 751-4510 Assistant Chief Kevin McDonald San Antonio Fire Department 86. Tarrant County College District 315 South Santa Rosa Avenue I Northwest Campus -WFSC Storage Bldg 20516 I San Antonio, Texas 78207 4801 Maine Creek Parkway Chief Robert Westbrook (210) 207-8400 Fort Worth, Texas 76179 David Lowe, Coordinator (817) 515-7374 Sand Springs Fire Department 87. Tecumseh Fire Department I 08 East Broadway Street 3 109 West Washington 2 Sand Springs, Oklahoma 74063 Tecumseh, Oklahoma 74873 Chief Mike Wood (918) 246-2549 Chief Aaron Williams (405) 598-2222 Sapulpa Fire Department 88. The Woodlands Fire Department 800 East Dewey 4 9951 Grogans Mill Road 8 Sapulpa, Oklahoma 74066 The Woodlands, Texas 77380-1007 Chief David Taylor (918) 224-3359 Deputy Chief Jerry Bittner (281) 367-3444 Shawnee Fire Department 89. Travis County ESD # 2 16 West Ninth Street 3 Pflugerville Fire Department 4 Shawnee, Oklahoma 74801 203 East Pecan Street Deputy Chief Andy Starkey (405) 878 -1671 Pflugerville, Texas 78660 (512) 989-4559 Victor E. Gonzalez, Director of Facilities Sherwood Fire Department 90. Travis County ESD # 4 Pulaski County Fire Protection District# 5 3 11800 North Lamar Blvd 2 P.O. Box 6689 I 400 Lantrip Austin, Texas 78753 Sherwood, Arkansas 72124-6689 Chief David Bailey (512) 836-7566 Chief David Teague (501) 835-0342 Page 408 of 642 91. 92. 93. 8-15-19 REFERENCE LIST 1300 West Detroit St. Broken Arrrm, OK 74012 OFFICE 918·251 ·8000 FAX 918-251-4977 800-351-1858 www.aircleaningtech.com MAGNETIC GRABBER INSTALLATIONS ~ PLYMOVENT VEIDCLE EXHAUST VENTILATION SYSTEMS ai rcleaning TECHNOLOGIES FIRE STATION #OF FIRE STATION #OF PLYMOVENT PLYMOVENT STATIONS STATIONS Tulsa Fire Department 94. West University Place Fire Department 1790 Newblock Park Drive 35 3800 University Blvd (Houston Metro) 1 Tulsa, Oklahoma 74127 (918) 596-1250 West University Place, Texas 77005 Mike Mallory, Chief of Physical Resources Chief Steve Ralls (713) 662-5836 Assistant Chief Aaron Taylor (713) 662-5837 University Park Fire Department 95. Westlake Fire -EMS (Dallas Metro) 2000 Dove Road 1 3800 University Boulevard 1 University Park, Texas 75205 (214) 987-5381 Westlake, Texas 76262 Chief Randall Howell Ext 5386 Chief Richard Whitten (817) 490-5780 Van Buren Fire Department 96. Whitesboro Fire Department 2009 Pevehouse Road 4 P.O. Box 340 / 206 West Main 2 Van Buren, Arkansas 72956 Whitesboro, Texas 76273 Training Officer Don Baltz (479) 471-5032 Chief Kevin Walton (903) 564-9735 Page 409 of 642 1300 West Detroit St. Broken MOW, OK 74012 OFFICE 918· 251 ·8000 FAX 918·251·49n 800-351-1858 www.aircleanl"gt llch.com TEXAS FIRE DEPARTMENTS PARTIAL CLIENT LIST '1() (PLYMOVENT EMERGENCY RESPONSE VEHICLE EMISSIONS EXHAUST SYSTEMS) ai rcleanilVI TEC HNOLOGIH:I #OF #OF FIRE STATION PLYMOVENT FIRE STATION PLYMOVENT STATIONS STATIONS ** Abilene Fire Department ** Comanche Volunteer Fire Department 250 Grape Street 10 219 North Austin Street I Abilene, Texas 79601-5607 Comanche, Texas 76442 Chief Ken Dozier Captain Matthew Carroll (325) 356-2112 Captain Jerry Medley (325) 676-6676 ** Allen Fire Department ** Dallas Fire Department 310 Century Parkway 4 500 Dolphin Road, Building C 69 Allen, Texas 75013 Dallas, Texas 75223 Division Chief Richard Vaughn (214) 509-4405 Mr. J. D. Travis (214) 670-8918 ** Austin Fire Department & Emergency Medical Service ** El Paso Fire Department 4201 Ed Bluestein Blvd 47 8600 Montana Avenue/ 416 N. Stanton 32 Austin, Texas 78721 El Paso, Texas 79925 Mr. Gregg Hager, Support Services Adm./ Chief Terry Kebschull (915) 771-1071 Fire/Financial Administrator (512) 974-4140 ** Austin Travis County EMS ** Ennis Fire Department 15 Waller, 2•d Floor 35 206 South Dallas Street 2 Austin, Texas 78702 Ennis, Texas 75119 Commander Rick Rutledge, ATCEMS Deputy Chief Bill Evans (972) 875-1234 (512) 940-3794 ** Bedford Fire Department ** Farmers Branch Fire Department 1816 Bedford Road 1 13333 Hutton Drive 3 Bedford, Texas 76021 Farmers Branch, Texas 75234-9241 Chief James Tindell (817) 952-2500 Chief Steve Parker (972) 919-2684 ** Boerne Fire Department ** Fire Technology Training Center 726 North Main 1 4801 Marine Creek Parkway (Ft Worth Metro) 1 Boerne, Texas 78006 Fort Worth, Texas 76179 Assistant Chief Ray Hacker (830) 249-3644 Mr. Tom Abercrombie (817) 515-7362 ** Brownsville Fire Department ** Flower Mound Fire Department 625 East 121h Street 9 3911 South Broadway Avenue 5 Brownsville, Texas 78520 Flower Mound, Texas 75028 Chief Len Perez (956) 546-3195 Chief Eric Greaser (972) 874-6370 ** Carrollton Fire Rescue (Dallas Metro) ** Fort Bliss Fire & Emergency Services 1945 East Jackson Road 8 A TZC ISE I 1733 Pleasanton Road 4 Carrollton, Texas 75006 Fort Bliss, Texas 79916 Chief Gregg Salmi (972) 466-3070 Chief James Narlock (915) 744-2824 ** Cass County Emergency Services District #2 ** Fort Sam Houston Fire & Emergency Services 704 4•b Street 1 DSEF, Building 3830 (San Antonio Metro) 1 Queen City, Texas 75572 Fort Sam Houston, Texas 78234-5036 Chief Weerts I Asst Chief Bruce Hagins (903) 796-9101 Chief Curtis Williams (210) 221-2727 ** Cloverleaf Fire Department (Houston Metro) ** Fort Worth Fire Department 911 Hollywood 1 319West10•b Street 42 Houston, Texas 77015 Fort Worth, Texas 76102 Chief Edward Russell (713) 453-1811 Mr. Jack Durham, Sr Const Mgr (817) 392-8072 ** Colony, The Fire Department ** Fort Worth Naval Air Station 6800 Main Street 3 1425 Carswell Avenue 2 The Colony, Texas 75056 Fort Worth, Texas 76127 Chief Scott Thompson (972) 625-1756 Chief Paul W. Murray (817) 782-6331 Page 410 of 642 TEXAS FIRE DEPARTMENTS PARTIAL CLIENT LIST (PLYMOVENT EMERGENCY RESPONSE VEIDCLE EMISSIONS EXHAUST SYSTEMS) #OF FIRE STATION PLYMOVENT FIRE STATION STATIONS ** Frisco Fire Department ** Laredo Fire Department 8601 Gary Burns Drive 9 616 East Del Mar Frisco, Texas 75034 Laredo, Texas 78045 Battalion Chief Todd Humbarger (972) 292-6460 Chief Steve Landin (956) 718-6000 ** Georgetown Fire Department (Austin Metro) ** Leander Fire Department (Austin Metro) 3600 D. B. Woods Road 1 101 East Sonny Drive/ 201 N. Bushy Street Georgetown, Texas 78626 Leander, Texas 78641 Chief John Sullivan (512) 930-3473 Chief Bill Gardner (512) 528-1664 Assistant Chief Clay Shell (512) 930-3606 ** Grand Prairie Fire Department (Dallas Metro) ** Lewisville Fire Department (Dallas Metro) 201 Northwest 2"4, Suite 200 7 188 North Valley Parkway Grand Prairie, Texas 75050 Lewisville, Texas 75067 Chief Cliff Nelson Division Chief Steve Carter (972) 219-3580 Assistant Chief Mike Sieg (972) 237-8302 ** Grapevine Fire Department ** Little Elm Fire I EMS Department 60 1 Boyd Drive 6 100 West Eldorado Parkway Grapevine, Texas 76051 Little Elm, Texas 75068-0129 Deputy Chief Kent Short (817) 410-8100 Chief Joseph Florentino (214) 975-0425 ** Highland Park Fire and EMS (DPS) ** Littlefield Fire Department 4700 Drexel Drive 1 301 XIT Drive/ 100 West 6'h Street Highland Park, Texas 75205 Littlefield, Texas 79339 Chief Rick Pyle (214) 559-9450 Chief Jamie Grey (806) 385-5161 Ext. 231 Captain Chuck Gore (214) 559-9333 ** Highland Village Fire Department ** Lubbock Fire Department 1200 Highland Village Road 1 1515 East Ursuline Street Highland Village, Texas 75077 Lubbock, Texas 79403 Chief John Glover (972) 317-0890 Chief Mike Kemp (806) 775-2630 Deputy Chief Lynn Smith ** Houston Fire Department *" Mansfield Fire Department 1801 Smith, 7th Floor 16 Public Safety Building Houston, Texas 77002 1305 East Broad Street Assistant Chief Ruy Lozano (832) 394-6706 Mansfield, Texas 76063 Chief Michael Ross (817) 276-4777 ** Irving Fire Department (Dallas Metro) ** Marble Falls Fire Rescue 845 West Irving Boulevard 12 700AvenueN Irving, Texas 75060 Marble Falls, Texas 78654 Chief Victor Conley (972) 721-2652 Chief Johnny Caraway (830) 693-4060 ** Justin Volunteer Fire Department ** Montgomery County ESD # 1 310 North Sealy Avenue 1 Cut-N-Shoot Volunteer Fire Department Justin, Texas 76247 310 North Danville, Suite A Chief Bill Mitchell (940) 648-2561 Willis, Texas 77378 Chief Josh Montgomery (936) 856-5111 ** Keller Fire -Rescue ** Montgomery County ESD # 1 1100 Bear Creek Parkway I PO Box 770 3 Station No. 95 Keller, Texas 76244 200 South Kennedy Street Chief David Jones (817) 743-4401 Willis, Texas 77378 Assistant Chief Chuck Blankenship (817) 743-4450 Deputy Chief Thomas Pittman (93 6) 856-5111 ** Kingsville Fire Department ** Murphy Fire Department 119 North 10th Street 2 206 North Murphy Road Kingsville, Texas 78363 Murphy, Texas 75094 Chief Adrian Garcia (361) 592-6445 Chief Mark Lee (972) 468-4300 ** Laredo International Airport-ARFF Station ** Nederland Fire Department 5210 Bob Bullock Loop 1 P .O. Box 967 I 1404 Boston Avenue Laredo, Texas 78041 Nederland, Texas 76627 Captain Jose G. Izaguirre (956) 489-4064 Chief Gary W. Collins (409) 723-1531 #OF PLYMOVENT STATIONS 1 1 8 1 1 19 4 1 1 1 1 1 Page 411 of 642 TEXAS FIRE DEPARTMENTS PARTIAL CLIENT LIST (PL YMOVENT EMERGENCY RESPONSE VEHICLE EMISSIONS EXHAUST SYSTEMS) #OF FIRE STATION PLYMOVENT FIRE STATION STATIONS ** North Richland Hills Fire Department ** San Antonio Fire Training Academy 4301 City Point Drive 5 115 Auditorium Circle North Richland Hills, Texas 76180-8316 San Antonio, Texas 78205 Chief Stan Tinney (817) 427-6900 Chief David Coatney, Training (210) 207-5960 Battalion Chief Charles Goggans ** Pantego Fire -Rescue ** San Antonio Fire Department 1614 South Bowen Road 1 315 South Santa Rosa Avenue Pantego, Texas 76013-3336 San Antonio, Texas 78207 Chief Tom Griffith (817) 274-1384 Chief Robert Westbrook (210) 207-8400 ** Paris Fire Department ** Seagoville Fire Department 135 SE l'' Street 3 1717 North Hwy 175 Paris, Texas 75460 Seagoville, Texas 75159 Asst Chief Thomas McMonigle (903) 784-9222 Chief Tommy Lemond (972) 287-3330 ** Pasadena Fire Department ** South Montgomery County ESD # 8 1001 East Shaw, Suite B-100 2 335 Volunteer Lane Pasadena, Texas 77506 Spring, Texas 77380 Chief Lanny Armstrong (713) 475-5554 Chief Robert M. Hudson Fire Marshal David Brannon Deputy Chief Clinton Cooke (281) 363-3473 ** Pharr Fire -Rescue ** Sunnyvale Fire I EMS 118 S. Cage Blvd, 3rd Floor 1 404 Tower Place Pharr, Texas 78577 Sunnyvale, Texas 75182 Chief Leonardo Perez (956) 402-4400 Ext 3001 Chief Trent Mackey (972) 203-0314 ** Plainview Fire Department ** Tarrant County College District 911 Quincy 1 Northwest Campus -WFSC Storage Bldg 20516 Plainview, Texas 79072 48 01 Maine Creek Parkway Chief Rusty Powers (806) 296-1170 Fort Worth, Texas 76179 David Lowe, Coordinator (817) 515-737 4 ** Plano Fire -Rescue ** Travis County ESD # 2 1901 K Avenue 12 Pflugerville Fire Department Plano, Texas 75074 203 East Pecan Street Chief Sam Greif (972) 941-7159 Pflugerville, Texas 78660 (512) 989-4559 Victor E. Gonzalez, Director of Facilities ** Ponderosa Volunteer Fire Department ** Travis County ESD # 4 (Houston Metro) 3 11800 North Lamar Blvd 17061 Rolling Creek Drive Austin, Texas 78753 Houston, Texas 77090 Chief David Bailey (512) 836-7566 Chief Fred Windisch (281) 444-8465 ** Robstown Fire Department ** University Park Fire Department 516 East Avenue B 1 (Dallas Metro) Robstown, Texas 78380 3800 University Boulevard Chief Ricardo Gonzalez (361) 387-2522 University Park, Texas 75205 (214) 987-5381 Chief Randall Howell Ext 5386 ** Rowlett Fire Rescue ** Village Fire Department (Houston Metro) 4701 Rowlett Road 4 901 Corbindale Rowlett, Texas 75088 Houston, Texas 77024 Chief Neil Howard (972) 412-6230 Chief David Foster (713) 468-7941 ** Sachse Fire Department (Dallas Metro) ** Vought Aircraft Industries, Inc. (Dallas Metro) 5560 Highway 78 2 9314 West Jefferson Boulevard Sachse, Texas 75048 Dallas, Texas 75211 (972) 946-4321 Chief Doug Kendrick (972) 675-1633 Captain Jose Serano (Acting Chief) ** San Antonio Airport Rescue and Fire Fighting ** Watauga Fire I EMS San Antonio International Airport 1 5909 Hightower Drive 1750 Skyplace Watauga, Texas 76148 San Antonio, Texas 78216 Chief Bill Crawford (817) 514-5874 Cao tain Geor e:ia Rakowitz (210) 20 7-3474 #OF PLYMOVENT STATIONS 1 50 1 5 1 1 4 2 1 2 1 1 Page 412 of 642 TEXAS FIRE DEPARTMENTS PARTIAL CLIENT LIST (PLYMOVENT EMERGENCY RESPONSE VEIDCLE EMISSIONS EXHAUST SYSTEMS) FIRE STATION #OF FIRE STATION PLYMOVENT STATIONS ** Weatherford Fire Department ** Whitesboro Fire Department 122 South Alamo Street 4 206 West Main I PO Box 340 Weatherford, Texas 76086 Whitesboro, Texas 76273 Chief Paul Rust (817) 598-4282 Chief Kevin Walton (903) 564-9735 *" West University Place Fire Department ** Woodlands, The Fire Department 3800 University Blvd (Houston Metro) 1 (Houston Metro) West University Place, Texas 77005 9951 Grogans Mill Road Chief Steve Ralls (713) 662-5836 The Woodlands, Texas 77380-1007 Assistant Chief Aaron Taylor (713) 662-5837 Deputy Chief Jerry Bittner (281) 367-3444 ** Westlake Fire -EMS 2000 Dove Road 1 Westlake, Texas 76262 Chief Richard Whitten (817) 490-5780 ** AIR CLEANING TECHNOLOGIES, INC. PROVIDES DESIGN ENGINEERING, TURNKEY INSTALLATION AND SERVICE 2-01-20 PLYMOVENT MUNICIPALITIES UNDER CONSTRUCTION: #OF PLYMOVENT STATIO NS 2 8 • Addison, Texas -Stations # 1 & # 2 • Farmers Branch, Texas -New Station # 2 • Flower Mound, Texas -Station# 7 • Irving, Texas -Stations # 4 • Mansfield, Texas -Stations # 1 & # 4 • Pflugerville, Texas -Station# 5 • San Antonio, Texas -Station# 54 #Stations in Arkansas 128 # Stations in Oklahoma 135 # Stations in Texas 480 Total# Stations 743 Page 413 of 642 1300 West Detroi t St. Bro ken Asrow, OK 74012 OFFICf 918·251 ·8000 FAX 91 B-251-4977 800-351-1858 OKLAHOMA AND ARKANSAS FIRE DEPARTMENTS PARTIAL CLIENT LIST www.airciean ingtech.com ~ (PLYMOVENT EMERGENCY RESPONSE VEHICLE EMISSIONS EXHAUST REMOVAL SYSTEMS) aircleanilVI TECHNOLOGIH~ #OF #OF FIRE STATION PLYMOVENT FIRE STATION PLYMOVENT STATIONS STATIONS ** Anadarko Fire I EMS Department ** Camp J.T. Robinson Fire Department 115 West Kentucky Street 2 Arkansas State Military Department 2 Anadarko, Oklahoma 73005 CRPD/SEC Building 7200 Chief Greg Stone (405) 247-3871 North Little Rock, Arkansas 72199-9600 Mr. Bill Comer (501) 212-5281 ** Bartlesville Fire Department ** Claremore Fire Department 601 South Johnstone 5 104 South Muskogee Ave 4 Bartlesville, Oklahoma 74003 Claremore, Oklahoma 74017 Chief John Banks (918) 338-4098 Battalion Chief Ken Willhoite (918) 371-1020 ** Bella Vista Fire -EMS ** Collinsville Fire Department 103 Town Center 4 1214 West Main Street 1 Bella Vista, Arkansas 72714 Collinsville, Oklahoma 74021 Chief Stephen R. Sims (479) 855-8248 Chief Harold Call (918) 341-1477 ** Bentonville Fire Department ** Collinsville Rural Fire Protection District 800 SW A Street 7 1018 South 12•h Street 1 Bentonville, Arkansas 72712 Collinsville, Oklahoma 74021 Chief Brent Boydston (479) 271-3151 Chief Jim Wilson (918) 371-4854 ** Bentonville Police Department -Bomb Unit ** Conway Fire Department 908 SE 14'h Street 1 1401 Caldwell Street 7 Bentonville, Arkansas 72712 Conway, Arkansas 72034-5318 Sergeant Russell Hinds (479) 271-3173 Chief Mike Winter (501) 450-6147 ** Bethany Fire Department ** Coweta Fire Department 3919 North Rockwell Avenue 1 210 North Broadway I P.O. Box 850 1 Bethany, OK 73008 Coweta, Oklahoma 74429 Chief S. R. Hunter (405) 789-2218 Chief Hal Bumgarner Deputy Chief Greg Edwards (918) 486-2121 ** Bethel Heights Fire Department ** Edmond Fire Department 675 Sunset Drive 1 5300 East Covell 5 Bethel Heights, Arkansas 72764 Edmond, OK 73034 Chief Michael Morris (479) 751-1557 Chief Chris Goodwin (405) 216-7304 Deputy Chief Chris Denton (405) 216-7306 ** Blackwell Fire Department ** El Dorado Fire Department 224 West Blackwell 1 200 West Avenue 3 Blackwell, Oklahoma 74631 El Dorado, AR 71730 Chief Dirk Seabridge (580) 363-5490 Ext 37 Deputy Chief Sean McCall (870) 881-4855 ** Broken Arrow Fire Department (Tulsa Metro) ** Enid Fire Department 5 120 West Kenosha 5 410 West Owen K Garriott Broken Arrow, Oklahoma 74012 Enid, OK 73701 Chief Jeremy Moore (918) 259-8346 Chief Joe Jackson (580) 234-0541 ** Bryant Fire Department ** Fayetteville Fire Department 312 Roya Lane 3 303 West Center 7 Bryant, Arkansas 72022 Fayetteville, Arkansas 72701 Chief J. P. Jordan Assistant Chief Kevin Murray (479) 575-8365 ** Bryant Fire Department ** Fort Sill Fire Department 312 Roya Lane 3 Directorate of Public Works 4 Bryant, Arkansas 72022 Fort Sill, Oklahoma 73503-5100 Chief J. P. Jordan Chief Charles Rivera (580) 442-4905 ** AIR CLEANING TECHNOLOGIES, INC. PROVIDES DESIGN ENGINEERING, TURNKEY INSTALLATION AND SERVICE Page 414 of 642 FIRE STATION ** Fort Smith Fire Department 200 North 5th Street Fort Smith, Arkansas 72901 Assistant Chief Terry Biggler ** Guthrie Fire Department OKLAHOMA AND ARKANSAS FIRE DEPARTMENTS PARTIAL CLIENT LIST (PLYMOVENT EMERGENCY RESPONSE VEHICLE EMISSIONS EXHAUST REMOVAL SYSTEMS) #OF PLYMOVENT FIRE STATION STATIONS ** Miami Fire Department 11 103 Goodrich Boulevard Miami, Oklahoma 73140 (479) 783-4052 Chief Robert Wright ** Monkey Island Fire Department (918) 542-6685 P.O. Box 908 I 209 E. Springer Avenue 2 56298 East 295 Road Guthrie, Oklahoma 73044 Afton, Oklahoma 74331 Chief Eric Harlow ( 405) 282-4433 Chief Carl Tesreau (918) 257-8242 ** Hominy Fire Department ** Moore Fire Department 203 West Pine 1 2400 South Fritts Blvd. Hominy, Oklahoma 74035 Moore, Oklahoma 73160 Chief Roger Whited (918) 885-2328 Chief Charles Stephens ( 405) 793-5110 Chief Gary L. Bird (405) 590-9136 ** Hope Fire Department ** Muskogee Fire Department 308 East2"d 2 505 Columbus Hope, Arkansas 71802 Muskogee, Oklahoma 74401 Chief Dale Glanton (870) 777-6702 Chief Derek Tatum (918) 687-5483 ** Hot Springs Fire Department ** Nichols Hills Fire Department 310 Broadway Avenue 5 6407 Avondale Drive Hot Springs, Arkansas 71901 Nichols Hills, Oklahoma 73116 Chief Ed Davis (501) 321-6971 Chief Kevin Boydston ( 405) 843-8526 ** Hugo Fire Department ** Noble Fire Department 200 East Jefferson Street 2 117 North 2•d Street Hugo, Oklahoma 74743 Noble, Oklahoma 73068 Chief Ron Cloud (580) 326-5616 Chief Bobby Hall (405) 872-9231 ** Johnson Fire and Rescue ** Norman Fire Department 5810 South Cardwell Road 1 415 East Main Fayetteville, Arkansas 72704 Norman, Oklahoma 73071 Chief Matt Mills (479) 442-0112 Chief Travis King (405) 292-9780 ** Jonesboro Airport Fire Department (ARFF) ** North Little Rock Fire Department P.O. Box 1293 1 723 Maple Jonesboro, Arkansas 72401 North Little Rock, Arkansas 72114 Mr. Phillip Steed, Airport Mgr (870) 935-8669 Chief James Murphy (501) 340-5377 ** Lawton Fire Department ** N. W. Rogers Fire District #1 623 "D" Avenue 9 6601 East 400 Road Lawton, Oklahoma 73501-4576 Oologah, Oklahoma 74053 Chief Dewayne Burk (580) 581-3290 Chief David Puckett (918) 443-2471 ** Little Rock Fire Department ** Oak Grove Fire Protection District 624 South Chester Street 24 395 South 273'd East Avenue Little Rock, Arkansas 72201 Catoosa, Oklahoma 74015 Chief Gregory Summers (501) 918-3700 Chief Dicus Benton (918) 688-4143 Captain Jim Williams (501) 918-3790 ** Lowell Fire Department ** Oklahoma Air National Guard 216 North Lincoln Street 2 Crash/Fire Rescue Lowell, Arkansas 72745 4110 North Corsair Avenue Chief Mike Morris (479) 770-0166 Tulsa, Oklahoma 74117-5801 MSGT Tim Graham, Fire Chief (918) 833-7283 ** AIR CLEANING TECHNOLOGIES, INC. PROVIDES DESIGN ENGINEERING, TURNKEY INSTALLATION AND SERVICE #OF PLYMOVENT STATIONS 2 1 4 6 1 1 9 5 3 1 1 Page 415 of 642 OKLAHOMA AND ARKANSAS FIRE DEPARTMENTS PARTIAL CLIENT LIST FIRE STATION ** Oklahoma City Fire Department 820 NW 5th (PLYMOVENT EMERGENCY RESPONSE VEHICLE EMISSIONS EXHAUST REMOVAL SYSTEMS) #OF PLYMOVENT FIRE STATION STATIO NS ** Rogers Fire Department 1 201North1'' Street Oklahoma City, Oklahoma 73106 Rogers, Arkansas 72756 Chief Marc Woodard (405) 297-3314 Chief Tom C. Jenkins ** Okmulgee Fire Department ** Russellville Fire Department 333 North Central Avenue 2 203 West 2•d Street Okmulgee, Oklahoma 74447 Russellville, Arkansas 72801 Chief Bruce Swearingen (918) 758-1136 PIO Richard Setian ** Owasso Fire Department ** Sand Springs Fire Department 8901 North Garnett Road 3 108 East Broadway Street Owasso, Oklahoma 74055 Sand Springs, Oklahoma 74063 Chief Chris Garrett Chief Mike Wood Deputy Chief Mark Stuckey (918) 272-5253 ** Paragould Fire Department ** Sapulpa Fire Department 1405 West Kingshighway 4 800 East Dewey Paragould, Arkansas 72450 Sapulpa, Oklahoma 74066 Chief Kevin Lang (870) 239-7525 Chief David Taylor ** Phillips 66 ** Shawnee Fire Department 1000 South Pine, RB 3617 1 16 West Ninth Street Ponca City, Oklahoma 74601 Shawnee, Oklahoma 74801 Mr. Larry Baird (580) 767-4250 Deputy Chief Andy Starkey ** Pine Bluff Fire Department ** Sherwood Fire Department (479) 621-1179 (479) 968-2332 (918) 246-2549 (918) 224-3359 (405) 878-1671 200 East 8th A venue 8 Pulaski County Fire Protection District# 5 Pine Bluff, Arkansas 71601-5006 P.O. Box 6689 I 400 Lantrip Chief Shauwn D. Howell, Sr (870) 543-5150 Sherwood, Arkansas 72124-6689 Chief David Teague (501) 835-0342 ** Ponca City Fire Department ** Siloam Springs Fire Department 500 East Grand 4 1450 Cheri Whitlock Drive Ponca City, Oklahoma 74601 Siloam Springs, Arkansas 72761 Chief Butch Herring (580) 767-0360 Chief Jeremey Criner (479) 524-3103 Deputy Chief Gary Reed (580) 767-0339 ** Pryor Fire Department ** Southern Arkansas University Tech 833 South Elliott Street 1 Training Academy Pryor, Oklahoma 74361 100 Carr Road Camden, Arkansas 71701 Chief Tim Thompson (918) 825-3131 James Rubow (870) 574-4500 ** Purcell Fire Department ** Springdale Fire Department 1505 North Green Avenue 1 417 South Holcomb Street Purcell, Oklahoma 73080 Springdale, Arkansas 72765 Chief Greg Cypert (405) 527-3014 Chief Mike Invin (479) 751-4510 ** Quapaw Tribe Fire Department I EMS ** Tahlequah Fire Department 6300 South Hwy 69A I PO Box 200 2 125 East Chickasaw Miami, Oklahoma 74354 /Quapaw, OK 74363 Tahlequah, Oklahoma 74464 Chief Jeff Reeves (918) 674-2710 Chief Ray Hammons (918) 456-2424 ** Ramona Fire Department ** Tecumseh Fire Department 500 Quapaw Avenue 1 109 West Washington Ramona, Oklahoma 74061 Tecumseh, Oklahoma 74873 Chief Tyson Kincade (918) 857-5294 Chief Aaron Williams (405) 598-2222 ** AIR CLEANING TECHNOLOGIES, INC. PROVIDES DESIGN ENGINEERING, TURNKEY INSTALLATION AND SERVICE #OF PLYMOVENT STATIONS 7 4 3 4 3 3 2 1 6 1 2 Page 416 of 642 FIRE STATION ** Tulsa Fire Department 1790 Newblock Park Drive Tulsa, Oklahoma 74127 OKLAHOMA AND ARKANSAS FIRE DEPARTMENTS PARTIAL CLIENT LIST (PLYMOVENT EMERGENCY RESPONSE VEIDCLE EMISSIONS EXHAUST REMOVAL SYSTEMS) #OF PLYMOVENT FIRE STATION STATIONS ** Warr Acres Fire Department (OKC Metro) (918) 596-1250 34 5930 NW 49•h Street #OF PLYMOVENT STATIONS 1 Warr Acres, Oklahoma 73122 Mr. Mike Mallory, Chief of Physical Resources Chief Stephen Coy (405) 789-5912 ** V. A. Medical Center -Little Rock ** Will Rogers World Airport-Oklahoma City 2200 Fort Roots Drive 1 7100 South Terminal Drive 1 North Little Rock, Arkansas 72114 Oklahoma City, Oklahoma 73159 Assistant Chief Leithan R. Smith (501) 257-4351 Chief Daniel Diehl (405) 682-3555 ** Van Buren Fire Department 2009 Pevehouse Road 4 Van Buren, Arkansas 72956 Training Officer Don Baltz (479) 471-5032 2-01-20 PLYMOVENT MUNICIPALITIES UNDER CONSTRUCTION: • Broken Arrow, OK-New Station# 3 • Paragould, AR -New Station # 1 • Pine Bluff, AR-Sarecan Station • Rogers, AR -Station # 8 • Siloam Springs, AR -Station # 2 • Tonkawa, OK-Station # 1 #Stations in Arkansas 128 # Stations in Oklahoma 135 # Stations in Texas 480 Total# Stations 743 Page 417 of 642 1300 West !lelroit St. Broken Arrow, OK 74012 PLYMOVENT VEHICLE EXHAUST SYSTEM PARTIAL CLIENT LIST OFFICE 918 -251 ·8000 FAX 918-251 -4977 800-351-1858 FLEET MAINTENANCE I REPAIR SHOPS Bolin Ford Motors Automotive Garage Facility 512 North Main Street Bristow, Oklahoma 74010 (918) 367-3373 Brookhaven College Automotive Technology Facility 3939 Valley View Lane Farmers Branch, Texas 75244 Mr. John Gattis, Lab Coordinator (972) 860-4180 City of Abilene Fire Maintenance Facility 1805 Navajo Circle Abilene, Texas 79602 Captain Jerry Medley (325) 676-6676 City of Bentonville Street Department 117 West Central Bentonville, Arkansas 72712 Mr. Don Magnuson (479) 271-3131 City of Broken Arrow Fleet Maintenance 1700 West Detroit Broken Arrow, Oklahoma 74012 Mr. Lee Zink (918) 259-8373 City of Edmond Public Works Vehicle Maintenance Facility 2110 Old Timbers Drive Edmond, Oklahoma 73034 Mr. Rick Everett, Fleet Supt (405) 216-7681 City of Fort Smith Maintenance Shop 4123 Spradling Fort Smith, Arkansas 72904 Fire Chief Jerry Tomlin (479) 783-6621 City of Fort Worth Fleet Maintenance Facility 2920 West Bolt Street Fort Worth, Texas 76110 Mr. Mike Milam (817) 392-2297 City of Lowell Street Department 209 North Lincoln Street Lowell, Arkansas 72745 Mr. Jimmy Hendrix (479) 770-2185 City of Midwest City Fleet Maintenance 8730 S. E. 15th Midwest City, Oklahoma 73110 Mr. Jerry Lester (405) 739-1363 City of North Richland Hills Fleet Maintenance Facility 7202 Dick Fisher Drive North North Richland Hills, Texas 76180 Asst Chief Sean Hughes (817) 427-6969 City of Sugar Land Fleet Maintenance Public Works Department 111 Gillingham Sugar Land, Texas 77487 www.airclean ingtech .com ~ aircleanilVI TECHNOLOGIH::I' Mr. Howard Christian, Utilities Operations Mgr (281) 275-2456 CRC-Evans Manufacturing 10700 East Independence Tulsa, Oklahoma 74116 Mr. Sean Farmer (918) 438-2100 El Paso Naval I Marine NAVFAC SE, PWD Fort Worth Paul J. Naquin, LTJG, CEC, USN Construction Mgr (817) 822-9960 Texas State Technical College Marshall Transportation & Technology Building 2650 East End Blvd South Marshall, Texas 75672-7404 Ms. Eloise H. Reed (903) 923-3222 Town of Flower Mound Fleet Maintenance Facility 1101 Duncan Lane Flower Mound, Texas 75028 Mr. H. Deats Stewart (972) 874-6431 Transport Refrigeration of NW Arkansas, Inc. 509 South Bloomington Lowell, Arkansas 72745 Mr. Bill Dawson (479) 770-0077 United States Postal Service Vehicle Maintenance Facility 10410 Perrin Beitel Road San Antonio, Texas 78284-9998 Mr. Edward Ramirez (210) 368-8537 May 14, 2020 Item No. 4.3. College Station Cemetery Maintenance Shop Sponsor:David Schmitz, Director of Parks and Recreation Reviewed By CBC:N/A Agenda Caption:Presentation, discussion, and possible action on a professional services contract with The Arkitex Studio, Inc in the amount of $160,000 for the design and construction consultation of a new Cemetery Maintenance Shop at College Station Memorial Cemetery. Relationship to Strategic Goals: Core Services & Infrastructure Recommendation(s): Staff recommends approval and award of the professional services contract with The Arkitex Studio, Inc. for architectural, civil, structural, mechanical, and plumbing engineering services, including schematic design, design development, construction documents, bidding documents, and construction consultation. Summary: The proposed professional services contract will include project evaluation, conceptual design, design development, final design and documentation, bidding, and construction services for the new Cemetery Maintenance Shop. Budget & Financial Summary: In response to a Request for Proposal process, seven (7) proposals were turned in on January 20, 2020. The evaluation of all seven proposals was concluded on February 13, 2020, by Parks and Capital Project staff, with design fee negotiations starting soon after. Funds for this project are budgeted out of the Memorial Cemetery Fund. Reviewed & Approved by Legal: No Attachments: None Page 418 of 642 May 14, 2020 Item No. 4.4. Residential Recycling Collection Franchise Agreement and General Services Agreement Sponsor:Donald Harmon, Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action on an ordinance approving a five (5) year residential recycling collection franchise agreement and general service agreement in an amount not to exceed ($4,542,000) with Brannon Industrial Group, LLC, DBA BVR Waste and Recycling. Relationship to Strategic Goals: Core Services and Infrastructure Recommendation(s): Staff recommends approval of the contract and recommends approval of the annual estimated expenditure of ($908,400.00), for a period of five (5) years in an amount not to exceed ($4,542,000.00). Summary: This item is to approve a five (5) year residential recycling collection franchise agreement and general service agreement. The proposed agreement would allow Brazos Valley Recycling to collect recyclables from single-family dwellings and City facilities within the City of College Station. This is the second of two readings. On December 17, 2019, two (2) proposals were received and opened for RFP # 20-008. Brannon Industrial Group, LLC, DBA BVR Waste and Recycling submitted the lowest responsible proposal cost; with a monthly rate per household of ($3.15). The price includes delivery, storage of inventory, bi-weekly collections, contamination disposal, and maintenance of containers. Budget & Financial Summary: An annual budget in the amount of ($908,400.00) is included for this contract in the Solid Waste Fund. The franchise agreement and general service agreement will be effective on October 1, 2020. Reviewed & Approved by Legal: No Attachments: 1.Contract No. 20300291 on file in the City Secretary's Office Page 419 of 642 1.Contract No. 20300291 (on file with the City Secretary’s Office) Page 420 of 642 May 14, 2020 Item No. 4.5. Howdy Disposal, LLC Construction and Demolition Debris, Organic Waste, Recycling Collection Franchise Agreement Sponsor:Donald Harmon, Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action, on the first reading of a franchise agreement with Howdy Disposal LLC; for the collection of demolition and construction debris, recyclables, and organic waste from commercial, industrial and multifamily locations. Relationship to Strategic Goals: Core Services and Infrastructure Recommendation(s): Staff recommends approval of this franchise agreement. Summary: The proposed agreement would allow Howdy Disposal LLC to collect demolition and construction debris, recyclables, and organic waste from commercial, industrial and multifamily locations within the City limits of College Station. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Franchise Agreement 20300334 Howdy Disposal LLC Page 421 of 642 Page 422 of 642 ORDINANCE NO. ----- RECYCLABLES COLLECTION FRANCHISE AGREEMENT AN ORDINANCE GRANTING CONTRACTOR, HOWDY DISPOSAL, LLC, ITS SUCCESSORS AND ASSIGNS, A NON-EXCLUSIVE FRANCHISE FOR THE PRIVILEGE AND USE OF PUBLIC STREETS, ALLEYS, AND PUBLIC RIGHTS OF WAY WITHIN THE CORPORATE LIMITS OF THE CITY OF COLLEGE STATION ("CITY") FOR THE PURPOSE OF PROVIDING COLLECTION OF DEMOLITION AND CONSTRUCTION DEBRIS, RECYCABLES, AND ORGANIC WASTE FROM COMMERCIAL, INDUSTRIAL, AND MULTI-FAMILY SITES; PRESCRIBING THE TERMS, CONDITIONS, OBLIGATIONS, AND LIMITATIONS UNDER WHICH SAID FRANCHISE SHALL BE EXERCISED; PROVIDING FOR THE CONSIDERATION; FOR THE PERIOD OF THE GRANT; FOR ASSIGNMENT; FOR THE METHOD OF ACCEPTANCE; FOR REPEAL OF CONFLICTING ORDINANCES; FOR PARTIAL INVALIDITY. WHEREAS, the City, by ordinance, exclusively provides all solid waste collection and disposal services for solid waste aggregated from within the City limits including, but not limited to Recyclables ; and WHEREAS, the City pursuant to City Charter Article XI, may grant franchises to entities for use of public streets, alleys, and highways for collection of Solid Waste and Recyclables generated within the City limits; and WHEREAS, the City of College Station desires to exercise the Charter's authority and grant a non-exclusive franchise to Contractor for collection of demolition and construction debris and other waste for disposal using roll off containers, and recyclable materials, and organic waste from multifamily and commercial locations for the purpose of recycling. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 1of16 Page 423 of 642 Table of Contents Article I. Definitions ...................................................................................................................... 3 Article II. Grant of Authority and Acceptance .............................................................................. 4 Article III. Payment and Term ....................................................................................................... 4 Article IV . Access to Records & Reporting ................................................................................... 6 Article V. Rates to be Charged by Contractor ............................................................................... 6 Article VI. Appearance of Personnel and Equipment.. .................................................................. 6 Article VII. Collection and Transport of Recyclables ................................................................... 7 Article VIII. Placement of Receptacles ......................................................................................... 7 Article IX. Service Complaints ...................................................................................................... 7 Article X. Disposal and Processing ............................................................................................... 8 Article XI. Violation and Penalty .................................................................................................. 8 Article XII. Insurance .................................................................................................................... 8 Article XIII . Indemnification and Release ..................................................................................... 9 Article XIV . Disputes and Mediation ............................................................................................ 9 Article XV. General Terms .......................................................................................................... 10 Exhibit A. Schedule of Rates ....................................................................................................... 13 Exhibit B. Insurance Requirements ............................................................................................. 14 I) Standard Insurance Policies Required: .............................................................................. 14 II) General Requirements Applicable to All Policies: ............................................................ 14 TIJ) Commercial General Liability ........................................................................................ 14 IV) Business Automobile Liability ....................................................................................... 15 V) Workers ' Compensation Insurance ................................................................................ 15 Exhibit C. Certificates of Insurance ............................................................................................. 16 Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 2of16 Page 424 of 642 ARTICLE I. DEFINITIONS 1.1 Agreement means this Franchise Agreement adopted by City Ordinance between City and Contractor for the collection of Recyclables within the City limits. 1.2 Approved Customers means those designated premises located within the City that generate Recyclables. 1.3 Brazos Valley Solid Waste Management Agency, Inc. (BVSWMA, Inc.) means the permitted municipal solid waste landfill and compost facility owned and operated by a Texas local government corporation. 1.4 City Council or Council means the governing body of the City of College Station, Texas. 1.5 City means the City of College Station, a Texas Home Rule Municipal Corporation. 1.6 City's Representative means the Recycling & Environmental Compliance Manager or the Manager's designated appointee. 1. 7 Collection means the scheduled aggregation of Recyclables by Contractor. 1.8 Construction and Demolition Debris means buildings material waste resulting from demolition, remodeling, repairs, or construction, as well as materials discarded during periodic temporary facility clean-up generated within the City. 1.9 Contaminated means Recyclables mixed with solid waste or altered in a way that results in materials being unrecyclable or un-compostable. 1.10 Contractor means the Contractor franchised for the collection of Recyclables. 1.11 Customers means the locations designated by the City as a Commercial Business or Multifamily Residence. 1.12 Organic Waste means waste of biological origin recovered from the solid waste stream for the purposes of reuse, reclamation, or compost. Organic Waste is not solid waste, unless it is abandoned or disposed of, rather than reprocessed into another product. 1.13 Receptacle means a weatherproof container easily identifiable and designated for recycling or organic waste collection and shall not be made of any temporary materials. 1.14 Recyclables or Recyclable Materials mean materials, including construction and demolition debris recovered from the solid waste stream for the purpose of reuse or reclamation, a substantial portion of which are consistently used in the manufacture of products that may otherwise be produced using raw or virgin materials. Recyclable Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 3of16 Page 425 of 642 materials are not solid waste unless they are abandoned or d isposed of as garbage rather than reprocessed into another product. 1.15 Residue means the materials regularly associated with and attached to Recyclables , as a part of the original packaging or usage of that material that is not recyclable or compostable. 1.16 Roll-Off I Compactor means a container of varying capacity used for Recyclables collection. 1.17 TAC means the Texas Administrative Code now and as amended. 1.18 TCEQ means the Texas Commission on Environmental Quality. ARTICLE II. GRANT OF AUTHORITY AND ACCEPTANCE 2.1 Non-Exclusive. City grants Contractor a non-exclusive franchise to operate and establish Recyclables collection from designated Customers. Nothing in this Agreement shall be construed as granting an exclusive franchise or right. City grants Contractor passage and rights-of-way on, along, and across City streets, highways , alleys, public places and all other real property for collecting demolition and construction debris , recyclables and organic waste from commercial, industrial, multifamily and residential sites for the purpose of disposal and /or recycling within the jurisdictional limits of the City. All collection, work, activity, and undertakings by Contractor are subject to this Agreement and City 's governmental and police powers. 2.2 Acceptance. By accepting this Agreement, Contractor represents it has, by careful examination, satisfied itself as to the nature and location of the services, character, quality , and quantity of services to be performed, the character of the equipment and facilities necessary to fulfill obligations under this Agreement, as well as the general and local conditions and all other matters affecting services performed under this Agreement. 2.3 Option to Market Materials. If City develops services or programs resulting in materials that may be recycled or composted, including but not limited to residential , multifamily, or commercial recycling or composting, the City shall have the option to market those to any contractor. 2.4 Contract with City. If City and Contractor contract for the collection and recycling or composting of materials , those terms will be incorporated into this Agreement by amendment. ARTICLE III. PAYMENT AND TERM 3.1 Franchise Fee. For and in consideration of the grant of the franchise herein , Contractor agrees and will pay a Franchise Fee during the term of this Agreement, a sum based on Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 4of16 Page 426 of 642 the following graduated fee schedule depending on the percentage of aggregate recycling or composting accomplished : a. A fee is required, equivalent to five percent (5%) of Contractor's monthly gross revenues, delivery revenues, and hauling revenues; including rates as described in Exhibit A, generated from Contractor's provision of Recyclables collection services within the City if Contractor reports aggregate recycling or composting of at least sixt y percent (60%) of Recyclables collected. b. A fee is required, equivalent to six and one half percent (6.5%) of Contractor's monthly gross revenues, delivery revenues, and hauling revenues; including rates as described in Exhibit A, generated from Contractor's provision of Recyclables collection services within the City if Contractor reports aggregate recycling or composting of at least fifty -five percent (55%) but less than sixty percent (60%) of Recyclables collected. c. A fee is required, equivalent to eight percent (8%) of Contractor's monthly gross revenues, delivery revenues, and hauling revenues; including rates as described in Exhibit A, generated from Contractor's provision of Recyclables collection services within the City if Contractor reports aggregate recycling or composting less than fifty -five percent (55%) of Recyclables collected. 3.2 Payments. Revenue received by Contractor from this Agreement is subject to the Franchise Fee and shall be computed into Contractor's monthly gross revenues, delivery revenues, hauling revenues, and rates, as described in Exhibit A. Payment will be paid quarterly to the City, and shall be due by the twentieth (20th) day of the month following the end of the previous calendar quarter. Payment after that date shall incur a ten percent (10%) late fee on the outstanding account balance under Article V. 3.3 Failure to Pay. Failure by Contractor to pay any amount due under this franchise constitutes a Failure to Perform under this contract and is subject to the provisions of Article XV. General Terms of this Agreement (Termination for Cause). 3.4 Franchise Fee Requirements. Payments must state on a form approved by the City: a. The number and type of Customers collected from, for the previous quarter, for Customers included in this Agreement. b. The total tons landfilled, recycled or composted, within the jurisdictional limits of the City, for the previous quarter. c. The total gross revenues for the previous calendar quarter, for revenues generated under this agreement. d. The total payment amount. 3.5 Term. The term of this Agreement shall be for a period of five (5) years, beginning on the date of acceptance and approval by City Council. Co nt ract No. 20300334 Recyc lable Co llection Franch ise Ord inance Page 5of16 Page 427 of 642 ARTICLE IV. ACCESS TO RECORDS & REPORTING 4.1 Facilities. The City shall have the right to inspect the Contractor's facilities, equipment, personnel, and operations to ensure compliance with this Agreement. 4.2 Records. The City shall have the right to inspect Contractor's records, receipts, and all documentation relating to the performance of this Agreement. Those records include, but are not limited to, information concerning the quality and quantity of Recyclables collected, processed, and sold; number of Customers served, gross amounts paid to and paid by Contractor from the sale/processing of Recyclables. The City agrees to notify the Contractor at least twenty-four (24) hours prior to such inspection of operations and /or records. 4.3 Records Retention. Contractor shall retain all records associated with this Agreement for a period of four (4) years. City shall have access to information regarding Contractor's markets and prices paid for each type of material's return /cost; all information obtained by City marked confidential or proprietary shall remain confidential or proprietary pursuant to the Texas Open Records Act. 4.4 Activity Report. Contractor shall provide a Monthly Recycling Activity Report, on a form approved by the City, summariz ing the previous month's collection. This report is due to the City's Representative no later than the twentieth (20th) calendar day of each month. Contractor's report shall include the following information: a. The Customer collection count, itemized by customer type. b. Total tonnage of materials collected, recycled, composted and /or landfilled, itemized by type of material, within the jurisdictional Jim its of the City. c. Any other information concerning the collections as required by the City's Representative. ARTICLE V. RA TES TO BE CHARGED BY CONTRACTOR 5.1 The Contractor shall fo llow the Schedule of Rates attached hereto as Exhibit A for the services described herein. The rates provided shall be kept current and made available to the City's Representative within thirty (30) days of an adopted rate change. The Contractor agrees to use due diligence to keep costs from increasing. ARTICLE VI. APPEARANCE OF PERSONNEL AND EQUIPMENT 6.1 Equipment. Contractor shall ensure all collection equipment and vehicles are attractively painted, well maintained and are in good working condition . Equipment must be washed at least one time per week. Equipment and vehicles must have s ufficient carrying capacity for safe and efficient collection. The City shall have the right to inspect and approve the appearance of collection equipment. A standby vehicle shall be availab le at all times for collection. Contra ct No. 20300334 Recyclable Collection Franchise Ordinance Page 6of16 Page 428 of 642 6.2 Signage. Contractor's vehicles shall at all times be clearly labeled with Contractor's name and phone number in visible letters and numbers not less than thr~e (3) inches in height. Signage must be on both sides of the vehicle and placed in a conspicuous place. Only labeled vehicles shall perform collection activities under this Agreement. Contractor's roll-offs , compactors, and receptacles must be clearly marked as used for collection in letters at least twelve inches (12 ") in height on each side of the container. 6.3 Personnel. All collection personnel shall wear a City-approved uniform to include, at minimum, matching labeled shirts with denim jeans or other standard work attire. ARTICLE VIL COLLECTION AND TRANSPORT 7.1 Transport. The Contractor shall only transport collected materials for storage, processing, disposal , or other necessary handling to locations in a manner permitted by the terms of this Agreement as well as federal , state, and local law. This Agreement does not authorize Contractor to utilize the streets, alleys, and public ways to dispose of municipal solid waste or any other type of waste intended for disposal from any other project. 7 .2 Cover. During transport of materials all vehicles shall be covered to prevent release of litter. ARTICLE VIII. PLACEMENT OF RECEPTACLES 8.1 Placement. All roll-offs, compactors, and receptacles placed in service shall be located in such a manner so as not to be a safety or traffic hazard. Under no c ircumstances shall Contractor place roll-offs, compactors, or receptacles on public streets, alleys, or thoroughfares without prior approval of the City's Representative . City reserves the r ight to designate the exact location of any or all roll -offs, compactors, or containers placed in service in the City. 8.2 City Collection. Collections shall not interfere with the City 's collection of municipal solid waste. Under no circumstances shall contractor place roll-offs, compactors, or receptacles in existing enclosures designated for City roll-offs, compactors, and receptacles. ARTICLE IX. SERVICE COMPLAINTS 9.1 Nature of Complaint. Contractor shall handle directly any complaints pertaining to customer service, property damage, or personal injury from their commercial bu s iness and multifamily Recyclables collection service. 9.2 Intake. Contractor shall develop written practices and procedures for receiving and resolving Customer complaints and collection issues. Any complaint received by the City shall be forwarded to the Contractor within one ( 1) business day of receipt. contract No. 20300334 Recyclable Collection Franchise Ordinance Page 7of16 Page 429 of 642 9.3 Response. Contractor shall respond to all complaints within one (1) business day of receiving a complaint from a Customer or notice of complaint from the City. Regardless of the nature of the complaint, Contractor shall report the action taken to the City in accordance with Article IV. Access to Records & Reporting. 9.4 Complaint Charges. Upon receipt of ten (I 0) Customer complaints within a forty-five (45) day period, Contractor shall be assessed a charge of Three Hundred Dollars ($300 .00). Complaints are to be verified by the Contractor and the City's Representative. The City shall invoice the Contractor such charges. ARTICLE X. DISPOSAL AND PROCESSING 10.1 Disposal Site. Unless approved otherwise in writing by the City, Contractor shall utilize BVSWMA, Inc. Landfill for the disposal of all non-recyclable waste material collected by Contractor within the corporate limits of the City. 10.2 Processing Facility. Contractor shall only use a City-approved recycling or composting facility for processing of all Recyclables collected by Contractor within the corporate limits of the City under this Agreement. ARTICLE XI. VIOLATION AND PENAL TY 11.1 Fine. It shall be unlawful for any person, firm or corporation to violate any provision or term of this Agreement and they shall receive a citation and fine not to exceed $2 ,000 .00 per offense per day. Each and every day a violation continues constitutes a separate offense. 11.2 Remedies. In addition to any rights set out elsewhere in this Agreement, or other rights the City may possess at law or equity, the City reserves the right to apply any remedies, alone or in combination, in the event Contractor violates any provision of this Agreement. The remedies provided for in this Agreement are cumulative and not exclusive; the exercise of one remedy shall not prevent the exercise of another, or any rights of the City at law or equity. ARTICLE XII. INSURANCE 12.1 The Contractor shall procure and maintain, at its sole cost and expense for the term 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 services performed by the Contractor, its agents, representatives, volunteers, employees, or subcontractors. 12.2 The Contractor's insurance shall list the City of College Station, its employees, agents, volunteers, and officials as additional insureds. Insurance requirements are attached in Exhibit B. Certificates of insurance evidencing the required insurance coverages are attached in Exhibit C. Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 8of16 Page 430 of 642 ARTICLE XIII. INDEMNIFICATION AND RELEASE 13.1 Indemnification. Contractor shall indemnify, hold harmless, and defend the City, its officers, agents, volunteers, and employees from and against any and all claims, losses, damages, causes of action, suits, and liability of every kind, including all expenses of litigation, court costs, and attorney's fees, for injury to or death of any person or for damage to any property arising out of or in connection with the work and services done by the Contractor under this Agreement. Such indemnity shall apply regardless of whether the claims, losses, damages, causes of action, suits, or liability arise in whole or in part from the negligence of the City, any other party indemnified hereunder, the Contractor, or any third party. 13.2 Release. The Contractor assumes full responsibility for the work to be performed hereunder and hereby releases, relinquishes, and discharges the City, its officers, agents, volunteers, 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 and any loss of or damage to any property caused by, alleged to be caused by, arising out of, or in connection with the Contractor's work and services 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 regardless of whether such injury, death, loss, or damage was caused in whole or in part by the negligence of the City, any other party released hereunder, the Contractor, or any third party. ARTICLE XIV. DISPUTES AND MEDIATION 14.1 Disputes. If a dispute arises between City and Contractor during this Agreement, the dispute shall first be referred to the operational officers or representatives designated by the parties having oversight of the Agreement's administration. The officers or representatives shall meet within thirty (30) days of either party's request for a meeting, whichever request is first, and the parties shall make a good faith effort to achieve a resolution of the dispute. 14.2 Mediation. If the parties are not able to resolve the dispute under the procedure in this article, then the parties agree the matter shall be referred to non-binding mediation. The parties shall mutually agree upon a mediator to assist in resolving their differences. If the parties cannot agree upon a mediator, the parties shall jointly obtain a li s t of three (3) mediators from a reputable dispute resolution organization and alternate striking mediators on that list until one remains. A coin toss shall determine who may strike the first name. If a party fails to notify the other party of which mediator it has stricken within two (2) business days, the other party shall select the mediator from those mediators remaining on the list. The parties shall pay their own expenses of any mediation and will share the cost of the mediator's services. 14 .3 Other Remedies. If the parties fail to achieve a resolution of the dispute through mediation, either party may then pursue any available judicial remedies. Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 9of16 Page 431 of 642 ARTICLE XV. GENERAL TERMS 15.1 Performance. Contractor, it s employees, associates , or subcontractors shall perform all the services in a professional manner and be fully qualified and competent to perform those services. 15.2 Termination. a. For Convenience. At any time, the City or Contractor may terminate this Agreement for convenience, in writing with thirty (30) days ' written notice. City shall be compensated for outstanding Franchise Fees. b. For Cause. City may terminate this Agreement if Contractor materially breaches or otherwise fails to perform, comply with or otherwise observe any of th e terms and conditions of this Agreement, or fails to maintain all required licenses and approvals from federal, state, and local jurisdictions, and fails to cure such breach or default within thirty (30) days of City providing Contractor written notice, or, if not reasonably capable of being cured within thirty (30) calendar days, within such other reasonable period of time upon which the parties may agree. c. Hearing. This Agreement shall not be terminated except upon a majority vote of the City Council, after giving reasonable notice to Contractor. The Contractor will have an opportunity to be heard , provided if exigent circumstances necessitate immediate termination, the hearing may be held as soon as possible after the termination. 15.3 Venue. 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 . 15.4 Amendment. This Agreement may only be amended by written instrument approved and e xecuted by the parties. 15.5 Taxes. The City is tax exempt and is not responsible for the payment of any taxes . 15.6 Compliance with Laws. The Contractor will comply with all applicable federal, state, and local statutes, regulations, ordinances, and other laws, including but not limited to the Immigration Reform and Control (IRCA). The Contractor may not knowingly obtain the labor or services of an undocumented worker. The Contractor, not the City, must verify eligibility for employment as requ ired by IRCA. 15.7 Waiver of Terms. No waiver or deferral by either party of any term or condition of this Contract shall be deemed or construed to be a waiver of deferral of any other term or condition or subsequent waiver or deferral of the same term or condition. Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 10of16 Page 432 of 642 15.8 Assignment. This Agreement and the rights and obligations contained herein may not be assigned by the Contractor without the prior written approval of City. 15.9 Invalid Provisions. If any provision of this Agreement shall be held to be invalid or unenforceable for any reason, the remaining provisions shall continue to be valid and enforceable. If a court of competent jurisdiction finds that any provision of this Agreement is invalid or unenforceable, and if by limiting that provision, the Agreement may become valid and enforceable, then such provision shall be deemed to be written, construed, and enforced as so limited. 15.10 Entire Agreement. This Agreement represents the entire agreement between the City and Contractor and supersedes all prior negotiations, representations, or agreements, either written or oral. 15.11 Agree to Terms. The parties' state they have read the terms and conditions of this Agreement and agree to the terms and conditions. Contractor shall evidence its unconditional written acceptance of all the terms and conditions of this Agreement by the execution of this Agreement. 15.12 Effective Date. According to City Charter, Section 105, after passage, approval and legal publication of this Agreement as provided by law, and provided it has been duly accepted by Contractor as herein above provided, this Agreement shall not take effect until sixty (60) days after its adoption on its second and final reading. 15.13 Notice. Any official notice under this Agreement will be sent to the following addresses: City of College Station Attn: Michael Lucas, Fiscal Services POBOX9960 College Station, TX 77842 mlucas@cstx.gov Howdy Disposal, LLC Attn: Brett Quackenbush 4256 ST Hwy 21 W Caldwell, TX 77836 info@howdykan.com 15.14 List of Exhibits. All exhibits to this Agreement are incorporated and made part of this Agreement for all purposes. A. Schedule of Rates B. Insurance Requirements C. Certificates of Insurance 15.15 Public Meetings and Readings. This Agreement was passed, adopted and approved according to Texas Government Code Chapter 551. a. First Consideration & Approval on the __ day of _______ ,, 2020. b. Second Consideration & Approval on the __ day of ______ _, 2020. Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 11of16 Page 433 of 642 HOWDY DISPOSAL, LLC B#U Printed Name: Cf 6}w1-=L ,(,J l Title: Owner/Member Date: 3 -fo -2.oZ D Contract No. 20300334 Recyclable Co ll ection Franchise Ordinance CITY OF COLLEGE STATION By: _____________ ~ Mayor Date: ------- ATTEST: City Secretary Date: ------ APPROVED: City Manager Date: ------ City Attorney Date: ------ Assistant City Manager/CFO Date: ------ Page 12of16 Page 434 of 642 EXHIBIT A. SCHEDULE OF RA TES 1. Contractor's base rate for 30 yard roll offs is $150.00 delivery fee; $450.00 swap fee (cover up to 4 tons); $50.00 a ton over 4 tons; and 3% environmental fee. Base rate fees may increase, depending on a variety of conditions, including but not limited to: a. Location of Customer b. Impact on Existing Routes c. Ingress and Egress Capabilities d . Special Requests by Customers e. Frequency of Collections f. Volume of Materials g. Type of Materials h. External Contributing Conditions of Market Costs Contract No. 20300334 Recyclable Co llection Franchise Ordinance Page 13of16 Page 435 of 642 EXHIBIT B. INSURANCE REQUIREMENTS Throughout the term of this Agreement the Contractor must comply with the following: I. Standard Insurance Policies Required: a. Commercial General Liability b. Business Automobile Liability c. Workers' Compensation II. General Requirements Applicable to All Policies: a . Certificates of Insurance shall be prepared and executed by the insurance company or its authorized agent. b. Certificates of Insurance and endorsements shall be furnished on the most current State of Texas Department of Insurance-approved forms to the City's Representative at the time of execution of this Agreement; shall be attached to this Agreement as Exhibit C; and shall be approved by the City before work begins. c. Contractor shall be responsible for all deductibles on any policies obtained in compliance with this Agreement. Deductibles shall be listed on the Certificate of Insurance and are acceptable on a per-occurrence basis only. d. The City will accept only licensed Insurance Carriers authorized to do business in the State of Texas. e. The City will not accept "claims made" policies. f. Coverage shall not be suspended, canceled, non-renewed or reduced in limits of liability before thirty (30) days written notice has been given to the City. III. Commercial General Liability a. General Liability insurance shall be written by a carrier rated "A: VIII" or better under the current A . M. Best Key Rating Guide. b. Policies shall contain an endorsement listing the City as Additional Insured and further providing "primary and non-contributory" language with regard to self- insurance or any insurance the City may have or obtain. c. Limits of liability must be equal to or greater than $500,000 per occurrence for bodily injury and property damage, with an annual aggregate limit of $1,000,000. Limits shall be endorsed to be per project. d. No coverage shall be excluded from the standard policy without notification of individual exclusions being submitted for the City's review and acceptance e. The coverage shall include, but not be limited to the following: premises/operations with separate aggregate; independent contracts; products/completed operations; contractual liability (insuring the indemnity provided herein) Host Liquor Liability, and Personal & Advertising Liability. Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 14of16 Page 436 of 642 IV. Business Automobile Liability a. Business Automobile Liabil ity insurance shall be written by a carrier rated "A : Vlll" or better under the current A. M. Best Key Rating Guide. b. Policies shall contain an endorsement listing the City as Additional Insured and further providing "primary and non -contributory" language with regard to self- insurance or any insurance the City may have or obtain c. Combined Single Limit of Liability not less than $1 ,000,000 per occurrence for bodily injury and property damage. d. The Business Auto Policy must show Symbol 1 in the Covered Autos Portion of the liability section in Item 2 of the declarations page e. The coverage shall include any autos , owned autos , leased or rented autos , non-owned autos, and hired autos. V. Workers' Compensation Insurance a. Workers compensation insurance shall include the following terms: 1. Employer's Liability minimum limits of liability not less than $500,000 for each accident/each disease/each employee are 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 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" Contract No. 20300334 Recyclab le Co llect ion Fr an chi se Ordi nance Page 15of16 Page 437 of 642 EXHIBIT C. CERTIFICATES OF INSURANCE Contract No. 20300334 Recyclable Collection Franchise Ordinance Page 16of16 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. 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. 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). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD HOWDY-1 OP ID: JM 04/15/2020 Jessica Molina Carlisle Insurance 500 N Water Suite 900 Corpus Christi, TX 78401-0234 Donald E Clark 361-884-2775 361-884-3470 jessicam@carlisleins.com Everest Indemnity Insurance Co Texas Mutual Insurance Co Howdy Enterprises LtdHowdy Disposal LLCHowdy Kan, LLC3833 South Texas Ave #288Bryan, TX 77802 Evanston Insurance Company R L I Insurance Company A X 1,000,000 X EN4ML00373201 02/22/2020 02/22/2021 100,000 A X 02/22/2020 02/22/2021 5,000 1,000,000 2,000,000 X 2,000,000 1,000,000A X EN4CA00526201 02/22/2020 02/22/2021 X X X 5,000,000 X C MKLV5EFX100542 03/06/2020 02/22/2021 5,000,000 XB 0002039173 10/16/2019 10/16/2020 1,000,000N1,000,000 1,000,000 D ILM0709233 02/25/2020 02/22/2021 Equipment 740,455 CITYO68 City of College Station Attn: Risk Management P O Box 9960 College Station, TX 77842 361-884-2775 22945 35378 EN4ML00373201Contractors Pollution Equipment Floater Page 438 of 642 NOTEPAD PAGE INSURED'S NAME Date Form #ECA24509 0414, Primary and Noncontributory - Other Insurance Condition - Blanket: provides Additional Insured on a Primary and Non-Contributory basis to the Certificate Holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. Form #ECA02505 0414, Notice of Cancellation by Us to Third Party - Blanket - 30 Days. WORKERS COMPENSATION: Form #WC420304B: Texas Waiver of Our Right to Recover From Others Endorsement - Blanket Waiver: Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. Form #WC420601: Texas Notice of Material Change Endorsement - 30 Day Notice of Cancellation. 2 Form #ECG24506 0615, Waiver of Transfer of Rights of Recovery Against Others To Us: endorsement provides a Waiver of Subrogation to the Certificate Holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. CONTRACTORS POLLUTION: Everest Indemnity Insurance Company - Policy #EN4ML00373201 Effective 02/22/2020 - 02/22/2021 General Aggregate $2,000,000. Per Occurrence $1,000,000. Form #ECG20532 0412, Additional Insured–Designated Person Or Organization – Ongoing And Completed Operations - endorsement provides Additional Insured status for ongoing and completed operations to the certificate holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. OP ID: JM GENERAL LIABILITY: Form #CG2010 1001, Additional Insured – Owners, Lessees Or Contractors – Scheduled Person Or Organization: endorsement provides Additional Insured status to the certificate holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. Form #CG2037 1001, Additional Insured - Owners, Lessees or Contractors - Completed Operations: endorsement provides Additional Insured status for completed operations to the certificate holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. Form #ECG24588 1215, Primary And Noncontributory Provision - Your Ongoing And/Or Completed Operations - endorsement provides Additional Insured status on a Primary Non-Contributory basis for ongoing and completed operations to the Certificate Holder only when there is a written contract between Named Insured and Certificate Holder that requires such status. Form #ECG24506 0615, Waiver of Transfer of Rights of Recovery Against Others To Us: endorsement provides a Waiver of Subrogation to the Certificate Holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. AUTOMOBILE: Form #ECA04521 0414, Additional Insured - Designated Organization: provides Additional Insured on a Primary Non-Contributory basis to the Certificate Holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. Form #ECA24503 0214, Waiver of Transfer of Rights of Recovery Against Others To Us: provides Waiver of Subrogation to the Certificate Holder only when there is a written contract between the Named Insured and the Certificate Holder that requires such status. Form #CA9948 1013, Pollution Liability - Broadened Coverage for Covered Autos HOWDY-1 04/15/2020Howdy Enterprises Ltd Page 439 of 642 NOTEPAD PAGE INSURED'S NAME Date 3 OP ID: JM EXCESS LIABILITY: Form #MAUB1000 0417, Excess liability - Coverage under this policy will follow the terms, definitions, conditions and exclusions of Scheduled Underlying Insurance (General Liability, Contractors Pollution Liability, Auto Liability and Employers Liability,) subject to the Policy Period, Limits of Insurance,premium and all other terms, definitions, conditions and exclusions of this policy. Provided, however, that coverage provided by this policy will not be broader than the coverage provided by the policy listed in Schedule of Underlying Insurance. HOWDY-1 04/15/2020Howdy Enterprises Ltd Page 440 of 642 May 14, 2020 Item No. 4.6. Royder Road Phase 2 Construction Contract Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding approval of a construction contract with Larry Young Paving in the amount of $3,790,692.40 for the construction of Royder Road Phase 2. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Improving Mobility Recommendation(s): Staff recommends approval of the construction contract base bid. Summary: The project includes the widening and realignment of Royder Road from Backwater Drive to FM 2154. A new signalized intersection will be created with FM 2154 & Royder Road. The existing asphalt road is intended to be replaced with a 3 lane major collector concrete roadway with curb, gutter, underground storm sewer, and sidewalks. FM 2154 will be widened to accommodate turn lanes for the new intersection. Budget & Financial Summary: Budget in the amount of $5,290,812 is included for this project in the Streets Capital Projects Fund. A total of $709,116.89 has been expended or committed to date, leaving a balance of $4,581,695.11 in the total project budget for construction. Reviewed & Approved by Legal: No Attachments: 1.20-032 Tab 2.Project Map Page 441 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEGeneral 11LSGeneral Overhead for all Work Including Mobilization, Bonds, Insurance, and Related Items$500,000.00 $500,000.00$255,000.00 $255,000.00$334,100.00 $334,100.00 $180,000.00 $180,000.002 1 LS Clear, Grub and Dispose of Vegetation/Debris$75,000.00 $75,000.00 $3,580.00 $3,580.00 $15,900.00 $15,900.00 $23,000.00 $23,000.003 1,705 LF SWPPP-Silt Fence$2.00 $3,410.00 $2.75$4,688.75 $1.75 $2,983.75 $2.00 $3,410.004 29 EA SWPPP-Inlet Protection$110.00 $3,190.00 $110.00$3,190.00 $105.00 $3,045.00 $150.00 $4,350.005 3 EA SWPPP-Rock Filter Dam$700.00 $2,100.00 $725.00$2,175.00 $684.00 $2,052.00 $800.00 $2,400.006 25 EA SWPPP-Hay Bale$33.00 $825.00 $35.00 $875.00$31.50 $787.50 $15.00 $375.007 13,500 SF Solid Sod - 30" Wide Strip at Back of Sidewalk$0.40 $5,400.00 $0.45$6,075.00 $0.40 $5,400.00 $0.40 $5,400.008 8797 SF Turf Reinforcement Mat$0.70 $6,157.90 $0.72$6,333.84 $0.68 $5,981.96 $0.25 $2,199.259 4 AC Hydromulch Seeding all Disturbed Areas$2,300.00 $9,660.00 $3,280.00 $13,776.00 $1,842.00 $7,736.40 $1,800.00 $7,560.0010 12 Mo Traffic Control for Street Improvements$10,000.00 $120,000.00 $3,800.00 $45,600.00 $1,485.00 $17,820.00 $4,500.00 $54,000.0011 3377 LFRemove Existing Barbed Wire Fence Including Gates, Cattle Guards, Etc.$2.00 $6,754.00 $2.50$8,442.50 $2.10 $7,091.70 $3.25 $10,975.2512 1 LS Remove Existing Pavement Markings$10,000.00 $10,000.00 $1,500.00 $1,500.00 $10,000.00 $10,000.00 $12,000.00 $12,000.0013 3 EA Relocate Mailbox$280.00 $840.00 $350.00 $1,050.00$262.00 $786.00 $300.00 $900.0014 1 LS Remove Existing Concrete Structure$3,500.00 $3,500.00 $2,000.00 $2,000.00 $2,950.00 $2,950.00 $1,250.00$1,250.0015 2 EA Remove Sign$400.00 $800.00 $103.00 $206.00$90.00 $180.00 $120.00 $240.0016 1 LS Remove Base of Existing School Flasher Sign$800.00 $800.00 $650.00 $650.00 $520.00 $520.00 $1,200.00 $1,200.0017 23 EA Remove Tree Including All Roots Under Structural Areas$500.00 $11,500.00 $450.00$10,350.00 $900.00 $20,700.00 $620.00 $14,260.00Paving and Grading1828.75 StaROW Preparation$1,000.00 $28,750.00 $1,385.00 $39,818.75 $1,200.00 $34,500.00 $410.00 $11,787.50195,876 CYRoadway Excavation$14.00 $82,264.00 $7.65$44,951.40 $7.25 $42,601.00 $14.00 $82,264.00204,530 CYRoadway Embankment$20.00 $90,600.00 $8.20$37,146.00 $8.80 $39,864.00 $9.75 $44,167.5021981 LFConstruct Swale$25.00 $24,525.00 $8.00$7,848.00 $11.00 $10,791.00 $16.00 $15,696.00225,588 SYDemo & Remove Existing HMAC Pavement & Roadway Section$5.00 $27,940.00 $4.00$22,352.00 $2.00 $11,176.00 $7.00 $39,116.002349 SY4" Thick Reinforced Concrete Residential Driveway Repair (#4 Bars 18" OCEW)$65.00 $3,185.00 $90.00$4,410.00 $128.00 $6,272.00 $36.00 $1,764.0024191 SY6" Thick Reinforced Concrete Commercial Driveway Repair (#4 Bars 18" OCEW)$74.00 $14,134.00 $63.50$12,128.50 $108.00 $20,628.00 $48.00 $9,168.00$438,034.31General Items SUBTOTAL$759,936.90 $365,492.09ANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.$323,519.50Page 1 of 14Page 442 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.25140 SY6" Thick Reinforced Concrete Typical Street Concrete Apron (#4 Bars 18" OCEW)$74.00 $10,360.00 $72.00$10,080.00 $111.00 $15,540.00 $48.00 $6,720.0026121 SY2" Thick Type D HMAC$50.00 $6,050.00 $30.50$3,690.50 $23.50 $2,843.50 $47.00 $5,687.0027124 SY6" Thick Type A Grade 2 Flexible Base$60.00 $7,440.00 $32.35$4,011.40 $17.00 $2,108.00 $11.00 $1,364.002819,293 SYFurnish Labor and Equipment Required for 8" Thick Chemically Stabilized Subgrade$3.00 $57,879.00 $3.10$59,808.30 $2.72 $52,476.96 $3.00 $57,879.0029306 TONLime$160.00 $48,960.00 $162.25$49,648.50 $152.00 $46,512.00 $180.00 $55,080.003044 TONCement$150.00 $6,600.00 $172.25$7,579.00 $152.00 $6,688.00 $200.00 $8,800.003116,329 SY9" Thick Reinforced Concrete Pavement (#4 Bars at 12" OCEW)$63.00 $1,028,727.00 $53.50 $873,601.50 $62.63 $1,022,685.27 $50.00 $816,450.00321LSDowel Into Existing Pavement$6,000.00 $6,000.00 $725.00 $725.00 $1,790.00 $1,790.00 $1,200.00 $1,200.00336,972 LF6" Monolithic Concrete Curb (B/CS Detail ST1-02)$9.00 $62,748.00 $5.00$34,860.00 $7.41 $51,662.52 $4.25 $29,631.00345067 SY4" Thick Reinforced Concrete Sidewalk (8' & 10' Wide)$46.00 $233,082.00 $47.25$239,415.75 $29.22 $148,057.74 $37.00 $187,479.00351,630 SY4" Thick Colored Stamped Concrete Median$130.00 $211,900.00 $84.20 $137,246.00 $86.55 $141,076.50 $71.00 $115,730.003610 EA8' Wide Sidewalk Ambulatory Ramp (B/CS Detail SW3-03)$1,500.00 $15,000.00 $600.00 $6,000.00 $1,300.00$13,000.00 $1,300.00$13,000.00374EA10' Wide Sidewalk Ambulatory Ramp (B/CS Detail SW3-03)$1,800.00 $7,200.00 $750.00 $3,000.00 $1,600.00$6,400.00 $1,400.00 $5,600.00384,264 LFBarbed Wire Fence$8.00 $34,112.00 $5.60$23,878.40 $7.89 $33,642.96 $6.25 $26,650.00392EAReinforced Concrete Median Nose (including Yellow Type I Thermoplastic paint)$2,600.00 $5,200.00 $2,100.00 $4,200.00 $1,450.00 $2,900.00 $2,500.00$5,000.00Storm Sewer Improvements40 1 LSDemo and Remove Existing CMP, RCP, and CPP Culverts Including SETs$24,000.00 $24,000.00 $2,850.00 $2,850.00 $200.00$200.00 $1,400.00 $1,400.0041 1 EA Demo and Remove Existing Brick Plug$1,000.00 $1,000.00 $620.00 $620.00 $170.00 $170.00 $410.00 $410.0042 2 EA 6:1 24" SET$2,000.00 $4,000.00 $1,845.00 $3,690.00 $930.00$1,860.00 $1,600.00 $3,200.004317 EA10' Curb Inlet [5'Box with 5' Extension] (B/CS Detail D1-00)$6,000.00 $102,000.00 $5,100.00 $86,700.00 $3,773.00 $64,141.00 $5,300.00 $90,100.0044 2 EA15' Curb Inlet [10'Box with 5' Extension] (B/CS Detail D1-00)$7,500.00 $15,000.00 $6,300.00 $12,600.00 $6,200.00 $12,400.00 $5,800.00 $11,600.0045 1 EA20' Curb Inlet [15'Box with 5' Extension] (B/CS Detail D1-00)$12,000.00 $12,000.00 $6,915.00 $6,915.00 $9,400.00 $9,400.00 $7,100.00 $7,100.0046 1 EA 5' Junction Box (B/CS Detail D1-02)$9,000.00 $9,000.00 $4,200.00 $4,200.00 $3,900.00 $3,900.00 $4,800.00$4,800.0047 2 EA Type E Inlet$5,000.00 $10,000.00 $4,600.00 $9,200.00 $2,800.00 $5,600.00 $4,800.00 $9,600.0048 59 LF3'x3' ASTM C-1577 Pre-Cast Concrete Gasketed (ASTM 1677) Box Culvert with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$600.00 $35,400.00 $431.25$25,443.75 $344.25 $20,310.75 $420.00 $24,780.00Paving and Grading SUBTOTAL$2,012,656.00 $1,626,399.00 $1,713,215.45 $1,540,233.00Page 2 of 14Page 443 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.49 1,603 LF36" Diameter ASTM C-76 Class III Gasketed RCP Storm Sewer Pipe with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$180.00 $288,540.00 $122.00 $195,566.00 $108.00 $173,124.00 $130.00 $208,390.0050 304 LF30" Diameter ASTM C-76 Class III Gasketed RCP Storm Sewer Pipe with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$150.00 $45,600.00 $95.00$28,880.00 $82.00 $24,928.00 $130.00 $39,520.0051 130 LF24" Diameter ASTM C-76 Class III Gasketed RCP Storm Sewer Pipe with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$140.00 $18,200.00 $78.75$10,237.50 $65.30 $8,489.00 $84.00 $10,920.0052 695 LF18" Diameter ASTM C-76 Class III Gasketed RCP Storm Sewer Pipe with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$120.00 $83,400.00 $63.05$43,819.75 $50.45 $35,062.75 $74.00 $51,430.0053 2,791 LF Trench Safety System for Storm Sewer Improvements$5.00 $13,955.00 $1.50$4,186.50 $4.00 $11,164.00 $1.00 $2,791.0054 2,791 LF TV Inspection of Storm Sewer System (All Sizes)$1.40 $3,907.40 $3.35$9,349.85 $3.00 $8,373.00 $6.00 $16,746.00Sanitary Sewer55 4 EAAdjust Existing Sanitary Sewer Manhole to Grade$2,100.00 $8,400.00 $1,275.00 $5,100.00 $2,105.00 $8,420.00 $1,500.00$6,000.0056 5 EATie Into Existing Manhole (S3-01)$3,200.00 $16,000.00 $1,300.00 $6,500.00 $3,160.00 $15,800.00 $1,200.00 $6,000.0057 188 LF8" PVC Sewer Line: 8" ASTM D3034 SDR 26 PVC Sanitary Sewer Line (All Depths)$45.00 $8,460.00 $37.50$7,050.00 $42.10 $7,914.80 $50.00 $9,400.0058 105 LFPVC Sanitary Sewer Line (All Depths) with Structural Backfill$55.00 $5,775.00 $67.00$7,035.00 $52.70 $5,533.50 $130.00 $13,650.0059 188 LFTrench Safety System for Sanitary Sewer Improvements$5.00 $940.00 $1.50 $282.00$5.26 $988.88 $2.00 $376.0060 188 LFTV Inspection of Sanitary Sewer System (All Sizes)$9.00 $1,692.00 $2.00 $376.00$8.42 $1,582.96 $5.00 $940.00Waterline Improvements61 746 LF4" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand Bedding & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by Open Cut$22.00 $16,412.00 $27.60$20,589.60 $21.05 $15,703.30 $32.00 $23,872.0062 158 LF4" PVC Water Line in 10" Casing: 10" x 3/8" Steel Casing with 4" Restrained Joint PVC Water Line with SS Casing Spacers & End Seals, Cement Stabilized Sand Backfill, Tracer Wire, Detector Tape, by Open Cut$110.00 $17,380.00 $100.50$15,879.00 $105.26 $16,631.08 $170.00 $26,860.0063 214 LF8" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand Bedding & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by Open Cut$32.00 $6,848.00 $38.35$8,206.90 $29.47 $6,306.58 $45.00 $9,630.00$41,267.00$379,122.50 $482,787.00$26,343.00 $40,240.14Storm Sewer SUBTOTALSanitary Sewer SUBTOTAL$36,366.00$444,258.35$666,002.40Page 3 of 14Page 444 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.64 140 LF8" PVC Water Line by Bore: 8" Restrained Joint PVC Water Line with Tracer Wire, by Bore$110.00 $15,400.00 $300.00$42,000.00 $110.52 $15,472.80 $80.00 $11,200.0065 165 LF12" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand Bedding & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by Open Cut$45.00 $7,425.00 $52.25$8,621.25 $42.10 $6,946.50 $64.00 $10,560.0066 100 LF12" PVC Water Line in 20" Casing: 20" x 3/8" Steel Casing with 12" Restrained Joint PVC Water Line with SS Casing Spacers & End Seals, Cement Stabilized Sand Backfill, Tracer Wire, Detector Tape, by Open Cut$125.00 $12,500.00 $184.10$18,410.00 $121.05 $12,105.00 $280.00 $28,000.0067 70 LF12" PVC Water Line in 20" Casing by Bore: 20" x 3/8" Steel Casing with 12" Restrained Joint PVC Water Line with SS Casing Spacers & End Seals, Tracer Wire, by Bore per TxDOT requirements$330.00 $23,100.00 $505.80$35,406.00 $315.78 $22,104.60 $390.00 $27,300.0068 4 EA12" Gate Valve and Valve Box$3,000.00 $12,000.00 $1,935.00 $7,740.00 $2,947.28 $11,789.12 $2,300.00 $9,200.0069 6 EA8" Gate Valve and Valve Box$1,400.00 $8,400.00 $1,102.00 $6,612.00 $1,368.38 $8,210.28 $1,300.00$7,800.0070 4 EA4" Gate Valve and Valve Box$1,000.00 $4,000.00 $670.00 $2,680.00 $947.34 $3,789.36 $830.00 $3,320.0071 1 EA12" DI MJ Plug$220.00 $220.00 $260.00 $260.00$210.52 $210.52 $250.00 $250.0072 2 EA12" DI MJ Tee$800.00 $1,600.00 $700.00$1,400.00 $789.45 $1,578.90 $830.00 $1,660.0073 1 EA12"x8" DI MJ Tee$800.00 $800.00 $665.00 $665.00$789.45 $789.45 $730.00 $730.0074 1 EA12"x8" DI MJ Reducer$550.00 $550.00 $560.00 $560.00$526.30 $526.30 $450.00 $450.0075 1 EA12" DI MJ 11.25° Bend$550.00 $550.00 $650.00 $650.00$526.30 $526.30 $640.00 $640.0076 1 EA12" DI MJ 22.5° Bend$550.00 $550.00 $660.00 $660.00$526.30 $526.30 $640.00 $640.0077 4 EA12" DI MJ 45° Bend$550.00 $2,200.00 $680.00$2,720.00 $526.30 $2,105.20 $640.00 $2,560.0078 1 EA12" DI MJ 90° Bend$550.00 $550.00 $720.00 $720.00$526.30 $526.30 $650.00 $650.0079 3 EA8" DI MJ 45° Bend$330.00 $990.00 $485.00 $1,455.00$315.78 $947.34 $350.00 $1,050.0080 2 EA8"x4" DI MJ Tee$440.00 $880.00 $605.00 $1,210.00$431.04 $862.08 $350.00 $700.0081 1 EA8"x4" DI MJ Reducer$330.00 $330.00 $320.00 $320.00$315.78 $315.78 $250.00 $250.0082 3 EA4" DI MJ 45° Bend$220.00 $660.00 $385.00 $1,155.00$210.52 $631.56 $280.00 $840.0083 3 EA4" DI MJ 90° Bend$220.00 $660.00 $395.00 $1,185.00$210.52 $631.56 $280.00 $840.00Page 4 of 14Page 445 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.84 1 EA12" Wet Connection$4,400.00 $4,400.00 $2,850.00 $2,850.00 $4,210.00 $4,210.00 $2,500.00$2,500.0085 3 EA8" Wet Connection$1,600.00 $4,800.00 $3,200.00 $9,600.00 $1,580.00 $4,740.00 $1,800.00$5,400.0086 4 EA4" Wet Connection$1,100.00 $4,400.00 $1,850.00 $7,400.00 $1,053.00 $4,212.00 $1,200.00$4,800.0087 1,383 LFTrench Safety System for Water Line Improvements$4.00 $5,532.00 $1.50$2,074.50 $4.21 $5,822.43 $1.00 $1,383.0088 1 LS12" Wet Connection including Cutting and Remove Existing Casing on Existing 12" Waterline as Needed to Connect Proposed 12" Line$8,500.00 $8,500.00 $3,500.00 $3,500.00 $8,500.00 $8,500.00 $8,800.00$8,800.0089 1 LSRelocate 2 Existing Meters, Provide 2 New Meter Boxes and Service Lines Per WSUD Requirements$8,500.00 $8,500.00 $2,500.00 $2,500.00 $8,500.00 $8,500.00 $2,500.00$2,500.0090 16 LFCement Stabilized Sand Backfill and 6" Flex Base compacted to 95% Modified Proctor per Gravel Pavement Repair Detail ST4- 00 Within 5' of Existing Paving as Required for Boring Operation on FM 2154$80.00 $1,280.00 $1,200.00 $19,200.00 $79.00 $1,264.00 $200.00 $3,200.0091 752 LFGrout Fill Existing 4" Water Line and Abandon in Place$5.50 $4,136.00 $18.00$13,536.00 $5.26 $3,955.52 $8.00 $6,016.0092 465 LFGrout Fill Existing 8" Water Line and Abandon in Place$9.00 $4,185.00 $20.00$9,300.00 $8.42 $3,915.30 $10.00 $4,650.0093 162 LFGrout Fill Existing 12" Water Line and Abandon in Place$13.00 $2,106.00 $25.00$4,050.00 $12.63 $2,046.06 $12.00 $1,944.0094 1,010 LFRemove Existing 4" Water Line$20.00 $20,200.00 $18.00$18,180.00 $18.95 $19,139.50 $18.00 $18,180.0095 42 LFRemove Existing 12" Water Line$27.00 $1,134.00 $20.00 $840.00 $26.32 $1,105.44 $25.00 $1,050.00Fiber Optics96 1 EATie Conduit into Existing Pull Box$130.00 $130.00 $725.76 $725.76$127.00 $127.00 $670.00 $670.0097 2,301 LF4" Fiber Conduit: 4-inch Schedule 40 PVC or SDR 11 PE Fiber Optic Conduit with 4 - 1" SDR 11 HDPE innerducts each with 1800 PSI Tensile Strength Pull Tape and one with 18 AWG Tracer Wire, by Open Cut.$25.00 $57,525.00 $25.92$59,641.92 $24.48 $56,328.48 $24.00 $55,224.0098 70 LF4" Fiber Conduit by Bore: 4-inch SDR 11 PE Fiber Optic Conduit with 4 - 1" SDR 11 HDPE innerducts each with 1800 PSI Tensile Strength Pull Tape and one with 18 AWG Tracer Wire, by Bore.$28.00 $1,960.00 $77.76$5,443.20 $28.30 $1,981.00 $72.00 $5,040.0099 6 EAFiber Pull Box: 30" x 48" polymer concrete traffic rated including snakepit and frap marker$2,200.00 $13,200.00 $3,682.80 $22,096.80 $2,137.00 $12,822.00 $3,400.00 $20,400.00100 1 LSPull City Supplied Fiber Optic Cable Through Conduit$3,300.00 $3,300.00 $4,168.80 $4,168.80 $3,260.00 $3,260.00 $3,900.00$3,900.00Striping and Signage$92,076.48 $74,518.48 $85,234.00Water Line SUBTOTAL$203,178.00 $272,135.25$196,646.46 $229,425.00Fiber Optics SUBTOTAL$76,115.00Page 5 of 14Page 446 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.1013 EA Relocate Existing Sign $430.00 $1,290.00 $616.80 $1,850.40 $530.00 $1,590.00 $250.00 $750.001026EALeft Turn Lane Pavement Markings Arrows (Type I Thermoplastic w/ Type I Glass Beads) $160.00 $960.00 $178.00 $1,068.00 $153.00 $918.00 $150.00 $900.001034EARight Turn Lane Pavement Markings Arrows (Type I Thermoplastic w/ Type I Glass Beads) $160.00 $640.00 $178.00 $712.00 $153.00 $612.00 $150.00 $600.001046EAONLY Pavement Markings Arrows (Type I Thermoplastic w/ Type I Glass Beads) $190.00 $1,140.00 $210.50 $1,263.00 $190.00 $1,140.00 $180.00 $1,080.0010510 EABike Symbol Pavement Marker with Arrow (Type I Thermoplastic w/ Type I Glass Beads) $260.00 $2,600.00 $460.00 $4,600.00 $258.00 $2,580.00 $250.00 $2,500.001062EABike Symbol Pavement Marker with Double Turn Arrows (Type I Thermoplastic w/ Type I Glass Beads) $330.00 $660.00 $435.00 $870.00 $332.00 $664.00 $320.00 $640.001071EAShared Bike Pavement Marker with Arrow (Type I Thermoplastic w/ Type I Glass Beads) $550.00 $550.00 $430.00 $430.00 $570.00 $570.00 $540.00 $540.001083 EA Right Chevron Alignment Sign (W1-8) $380.00 $1,140.00 $550.00 $1,650.00 $400.00 $1,200.00 $380.00 $1,140.001091,461 LF 4" Wide Broken White Line (10' Long at 30' Spacing) $0.55$803.55 $0.80 $1,168.80 $0.53 $774.33 $0.50 $730.501102,921 LF 4" Wide Broken Yellow Line (10' Long at 30' Spacing) $0.55 $1,606.55 $0.80 $2,336.80 $0.53 $1,548.13 $0.50 $1,460.50111440 LF 4" Wide Dotted White Lines (2' Long at 6' Spacing) $1.00 $440.00 $0.92 $404.80 $1.05 $462.00 $1.00 $440.001123,313 LF4" Wide Solid Yellow Line (Type I Thermoplastic w/Type I Glass Beads), Typical $0.80 $2,650.40 $0.80 $2,650.40 $0.84 $2,782.92 $0.80 $2,650.40113321 LF4" Wide Solid Double Yellow Line (Type I Thermoplastic w/Type I Glass Beads), Typical $1.60 $513.60 $1.62 $520.02 $1.68 $539.28 $1.50 $481.501144,575 LF4" Wide Solid White Line (Type I Thermoplastic w/Type I Glass Beads), Typical $0.80 $3,660.00 $0.80 $3,660.00 $0.84 $3,843.00$0.80 $3,660.00Page 6 of 14Page 447 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.11585 LF8" Wide Solid White Line (Type I Thermoplastic w/ Type I Glass Beads), Typical $2.00 $170.00 $1.62 $137.70 $2.11 $179.35 $2.00 $170.0011618 EA Type I - C RPM $5.50 $99.00 $5.40 $97.20 $5.47 $98.46 $5.25 $94.5011754 LF24" Solid White Stop Bar (Type I Thermoplastic w/ Type I Glass Beads), Typical $12.00 $648.00 $9.20 $496.80 $12.10 $653.40 $12.00 $648.0011871 LF24" Wide Solid White Hatch Line (Type I Thermoplastic w/ Type I Glass Beads), Typical $12.00 $852.00 $9.20 $653.20 $12.10 $859.10 $12.00 $852.00119320 LF Yellow Traffic Buttons (45° Spaced at 20'), Typical $5.30 $1,696.00 $2.70 $864.00 $5.26 $1,683.20 $5.00 $1,600.00120109 LFCross Walk Striping (8' Wide w/ 2' Stripes Spaced at 4') (Type I Thermoplastic w/ Type I Glass Beads) $21.00 $2,289.00 $10.25 $1,117.25 $21.05 $2,294.45 $20.00 $2,180.001211EAStop (R1-1) Sign with Right Turn Only (R3-5R) Sign and 2 Street Name Signs Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $750.00 $750.00 $860.00 $860.00 $770.00 $770.00 $720.00$720.001221EALane Assignment (R3-8B) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $450.00 $450.00 $665.00 $665.00 $460.00 $460.00 $430.00$430.001231EAKeep Right Sign (R4-7) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $410.00 $410.00 $530.00 $530.00 $405.00 $405.00 $380.00$380.001241EABegin Right Turn Lane Yield to Bikes (R4-4) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's TriangularSlipbase Assembly Meeting City of College Station Standards & Specifications $430.00 $430.00 $615.00 $615.00 $430.00 $430.00 $410.00 $410.001251EA"Lane Ends Merge Left" (W9-2T) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $480.00 $480.00 $640.00 $640.00 $480.00 $480.00 $460.00 $460.001261EABike Lane (R3-17) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $390.00 $390.00 $546.00 $546.00 $400.00 $400.00 $370.00$370.00Page 7 of 14Page 448 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.127114 EA Type II-A-A RPM $5.50 $627.00 $5.40 $615.60 $5.47 $623.58 $5.25 $598.501281EA30 MPH Speed Limit (R2-1) and End School Zone (S5-2aTP) Sign Mounted on 3" Diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $430.00 $430.00 $650.00 $650.00 $430.00 $430.00 $410.00 $410.001292EA35 MPH Speed Limit (R2-1) Sign Mounted on 3" Diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $430.00 $860.00 $615.00 $1,230.00 $430.00 $860.00 $410.00 $820.001301EASchool Flashing Beacon Assembly - 25 MPH Speed Limit (S5-1) and Cell Phone Use Prohibited (S7-1T) Sign per Detail on sheet D-11.4 $5,000.00 $5,000.00 $10,542.92 $10,542.92 $4,960.00 $4,960.00 $9,800.00 $9,800.001311EAConstruct Base for 25 MPH Speed Limit Sign (S5-1) with School Flashers & Cell Phone Use Prohibited Sign (S7-1T) to be Reinstalled by the City $1,600.00 $1,600.00 $1,080.00 $1,080.00 $1,700.00 $1,700.00 $1,000.00 $1,000.001323EAOne Way (R6-1R) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications $380.00 $1,140.00 $545.00 $1,635.00 $386.50 $1,159.50 $370.00 $1,110.00Street Light 1332,697 LFLabor and materials to install two (2) #2 stranded Cu THHN and one (1) #6 stranded Cu THHN Ground cable in one (1) 2" electrical grade PVC conduit$13.00 $35,061.00 $6.48$17,476.56 $13.38 $36,085.86 $6.00 $16,182.0013411 EALabor and materials to install one (1) streetlight foundation as shown in SL-CF-C detail on drawing MEI-13449-2$1,500.00 $16,500.00 $1,620.00 $17,820.00 $1,500.00 $16,500.00 $1,500.00 $16,500.001351 EALabor and materials to install one (1) secondary riser assembly as shown in UM-5 detail on drawing MEI-13449-2$750.00 $750.00 $1,512.00$1,512.00 $750.00 $750.00$1,400.00 $1,400.0013611 EALabor and materials to install one (1) 37.5' steel streetlight pole with one (1) 15' mast arm with a 5' rise, and one (1) 15,700 Lumens LED Cobra head fixture. Dark Bronze Cobra head fixture to be American Electric Lighting Autobahn Series ATBML.E.D. Cat# ATBM F MVOLT R3 BZ XL P5 NL 4000K, Only. 37.5' Dark Bronze powder coated steel streetlight pole to be a Valmont DS60950A37615SFPGVHH or equal. Contractor to furnish all material to install street light including pole, fixture and control as shown in CSSL-37.5-S detail on drawing MEI- 13449-2.$3,700.00 $40,700.00 $5,869.80 $64,567.80 $3,734.00 $41,074.00 $5,400.00 $59,400.001371 EALabor and materials to install one (1) streetlight control contractor pedestal. Pedestal to be Ripley Lightning Controls CC1002NOCISWL1C1 as shown in detail on drawing MEI- 13449-3.$3,500.00 $3,500.00 $5,803.92 $5,803.92 $3,550.00 $3,550.00 $5,400.00$5,400.00Striping and Signage SUBTOTAL$36,975.10 $46,159.89$37,669.70 $39,625.90Page 8 of 14Page 449 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.1382,477 LFLabor and material to install 1-2" schedule 40 PVC conduits including excavation, sand, backfill, warning tape, and natural fill as shown on Drawing MEI-13449-2 Streetlight Trench DetailA. Excavation, backfill and compaction to be in accordance to the BCS Unified Specifications Section 31 23 33.$13.00 $32,201.00 $20.52$50,828.04 $12.74 $31,556.98 $19.00 $47,063.00TXDOT Paving and Grading139 17.86 Sta ROW Preparation$2,000.00 $35,720.00 $1,600.00 $28,576.00 $4,750.00 $84,835.00 $410.00 $7,322.60140 774 CY Roadway Excavation$16.00 $12,384.00 $9.50$7,353.00 $9.60 $7,430.40 $13.00 $10,062.00141 2,555 CY Roadway Embankment$27.00 $68,985.00 $10.20$26,061.00 $7.00 $17,885.00 $9.75 $24,911.25142 1,394 SY Mill Existing HMAC Pavement & Roadway Section$5.00 $6,970.00 $5.00$6,970.00 $5.50 $7,667.00 $5.75 $8,015.50143 538 SY Demo & Remove Existing HMAC Pavement$30.00 $16,140.00 $6.50$3,497.00 $6.30 $3,389.40 $5.75 $3,093.50144 168 SY Typical HMAC Driveway (ST2-02)$100.00 $16,800.00 $42.00$7,056.00 $47.00 $7,896.00 $17.00 $2,856.00145 1,026 GAL MC-30 Prime Coat$6.00 $6,156.00 $5.00$5,130.00 $5.00 $5,130.00 $5.75 $5,899.50146 3,261 GAL One Course Surface Treatment - AC-20-5TR$5.00 $16,305.00 $9.86$32,153.46 $3.50 $11,413.50 $5.25 $17,120.25147 85 CY One Course Surface Treatment - TY-PB, GR 4$250.00 $21,250.00 $370.50$31,492.50 $200.00 $17,000.00 $130.00 $11,050.00148 10,191 SY 2" Thick Type C HMAC Overlay (SP C SAC-A PG70-22)$12.00 $122,292.00 $18.00$183,438.00 $8.87 $90,394.17 $10.00 $101,910.00149 3,420 SY 3" Thick Type B HMAC (SP B SAC-B PG64-22)$18.00 $61,560.00 $25.00$85,500.00 $12.24 $41,860.80 $17.00 $58,140.00150 1,811 TON Variable Depth Type B HMAC Level Up (4" Lifts)$100.00 $181,100.00 $95.00$172,045.00 $10.00 $18,110.00 $80.00 $144,880.00151 3,420 SY 8" Thick Type A Grade 2 Flexible Base$20.00 $68,400.00 $18.00$61,560.00 $15.00 $51,300.00 $15.00 $51,300.00152 3,805 SY 8" Thick Subgrade, Type C, Select Material, PI 10-25$12.00 $45,660.00 $6.00$22,830.00 $6.25 $23,781.25 $8.50 $32,342.50153 2 EATXDOT Pedestrian Ramp to Match ADA, TAS, and PROWAG Guidelines$1,700.00 $3,400.00 $850.00 $1,700.00 $1,500.00$3,000.00 $1,300.00 $2,600.00TXDOT Storm Sewer 154 1 LSDemo and Remove Existing CMP, RCP, and CPP Culverts Including SETs$6,000.00 $6,000.00 $6,000.00 $6,000.00 $5,900.00 $5,900.00 $1,400.00$1,400.00155 4 EA 6:1 18" SET$1,700.00 $6,800.00 $1,850.00 $7,400.00 $1,000.00 $4,000.00 $1,200.00$4,800.00156 1 EA 4:1 30" SET$2,000.00 $2,000.00 $2,500.00 $2,500.00 $2,400.00 $2,400.00 $2,900.00$2,900.00$145,945.00Paving and Grading - TXDOT SUBTOTAL$683,122.00 $675,361.96$391,092.52 $481,503.10Street Light SUBTOTAL$128,712.00 $158,008.32 $129,516.84Page 9 of 14Page 450 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.157 1 EADemo Existing Junction Box and Connect 30" Pipe with new 30" Pipe$6,000.00 $6,000.00 $2,000.00 $2,000.00 $2,000.00 $2,000.00 $2,700.00$2,700.00158 2 EA 3' Junction Box$5,000.00 $10,000.00 $4,200.00 $8,400.00 $3,000.00 $6,000.00 $3,500.00 $7,000.00159 1 EA 4' Junction Box$7,000.00 $7,000.00 $4,500.00 $4,500.00 $3,600.00 $3,600.00 $4,400.00$4,400.00160 3 EA Frames, (3'x3') Grates, Rings and Covers$1,300.00 $3,900.00 $800.00 $2,400.00 $150.00 $450.00 $1,500.00 $4,500.00161 13 LF30" Diameter ASTM C-76 Class III Gasketed RCP Storm Sewer Pipe with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$130.00 $1,690.00 $98.00 $1,274.00 $82.00 $1,066.00 $220.00 $2,860.00162 496 LF18" Diameter ASTM C-76 Class III Gasketed RCP Storm Sewer Pipe with Cement Stabilized Sand Bedding & Haunching with Structural Backfill$120.00 $59,520.00 $65.00 $32,240.00 $50.50 $25,048.00 $78.00 $38,688.00163 509 LF Trench Safety System for Storm Sewer Improvements$5.00 $2,545.00 $1.50 $763.50 $4.00 $2,036.00 $1.00 $509.00164 509 LF TV Inspection of Storm Sewer System (All Sizes)$1.40 $712.60 $3.10 $1,577.90 $5.00 $2,545.00 $5.00 $2,545.00TXDOT Striping and Signage165 2 EALeft Turn Lane Pavement Markings Arrows (Type I Thermoplastic w/ Type I Glass Beads)$150.00 $300.00 $230.00 $460.00 $152.00 $304.00 $150.00 $300.00166 2 EARight Turn Lane Pavement Markings Arrows (Type I Thermoplastic w/ Type I Glass Beads)$150.00 $300.00 $230.00 $460.00 $152.00 $304.00 $150.00 $300.00167 4 EAONLY Pavement Markings Arrows (Type I Thermoplastic w/ Type I Glass Beads)$190.00 $760.00 $280.00 $1,120.00 $190.00 $760.00 $180.00 $720.00168 2,757 LF4" Wide Solid Double Yellow Line (Type I Thermoplastic w/Type I Glass Beads), Typical$1.70 $4,686.90 $3.15 $8,684.55 $1.68 $4,631.76 $1.50 $4,135.50169 643 LF4" Wide Solid White Line (Type I Thermoplastic w/Type I Glass Beads), Typical$0.80 $514.40 $1.55 $996.65 $0.84 $540.12 $0.80 $514.40170 3,390 LF4" Wide Solid White Line w/ Profile Edgeline Markings (Type I Thermoplastic w/Type I Glass Beads), Typical$2.00 $6,780.00 $3.78 $12,814.20 $2.11 $7,152.90 $2.00 $6,780.00171 2,147 LFMilled Centerline Rumble Strips (16" Wide with 7" Markings Spaced at 2')$0.20 $429.40 $5.50 $11,808.50 $2.11 $4,530.17 $1.00 $2,147.00172 950 LF8" Wide Solid White Line (Type I Thermoplastic w/ Type I Glass Beads) w/ Type I - C RPM, Typical$2.00 $1,900.00 $2.70 $2,565.00 $2.11 $2,004.50 $2.00 $1,900.00173 52 EAType I - C RPM$5.50 $286.00 $5.40 $280.80 $5.47 $284.44 $5.25 $273.00$69,055.40 $55,045.00 $72,302.00Storm Sewer - TXDOT SUBTOTAL$106,167.60Page 10 of 14Page 451 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.174 62 LF24" Solid White Stop Bar (Type I Thermoplastic w/ Type I Glass Beads), Typical$12.00 $744.00 $10.80 $669.60 $12.00 $744.00 $12.00 $744.00175 643 LF24" Wide Solid White Hatch Line (45° Spaced at 20') (Type I Thermoplastic w/ Type I Glass Beads), Typical$12.00 $7,716.00 $6.50 $4,179.50 $12.00 $7,716.00 $12.00 $7,716.00176 1 EATwo Way Traffic (W6-3) Sign Mounted on 3" diameter Anodized Bronze Post w/ TxDOT's Triangular Slipbase Assembly Meeting City of College Station Standards & Specifications$700.00 $700.00 $640.00 $640.00 $425.00 $425.00 $500.00 $500.00177 248 EAType II-A-A RPM$5.50 $1,364.00 $5.40 $1,339.20 $5.47 $1,356.56 $5.25 $1,302.00TXDOT Traffic Signal1781EA"P" Style Nema Traffic Cabinet (PT-P44168TS2-1CS) w/ Det Rack Loadswitche, EDI Conflict Monitor (MMU-16LE w/ Ethernet Port) $17,000.00 $17,000.00 $16,200.00 $16,200.00 $17,100.00 $17,100.00 $15,000.00 $15,000.001791EAController - Siemens #8132-0000-107 M6O NEMA Linux (MS2 Linux) includes Large Screen and USB Port $4,000.00 $4,000.00 $5,400.00 $5,400.00 $4,050.00 $4,050.00 $5,000.00 $5,000.001801EAEthernet Switch - Comnet Managed Ethernet Switch Part Number CNGE2FE16MS with SFP Fiber modules $3,200.00 $3,200.00 $2,160.00 $2,160.00 $3,230.00 $3,230.00 $2,000.00 $2,000.001811EA4-Section, 12-inch, LED Signal Head w/Louvered Black Aluminum Backplate (Arr-R, Arr-Y, Arr-Y, Arr-G) $700.00 $700.00 $1,620.00 $1,620.00 $727.00 $727.00 $1,500.00 $1,500.001826EA3-Section, 12-inch, LED Signal Head w/Louvered Black Aluminum Backplate (R-Y-G) $550.00 $3,300.00 $1,080.00 $6,480.00 $563.00 $3,378.00 $1,000.00 $6,000.001832EAStreetscape Signal Pole, 30 ft-Long, Bronze, Powder Finished $6,500.00 $13,000.00 $3,780.00 $7,560.00 $6,705.00 $13,410.00 $3,500.00 $7,000.001842EAStreetscape Signal Pole, 30 ft-Long, Bronze, Powder Finished (For Long Mast-Arm Installations) $18,000.00 $36,000.00 $10,800.00 $21,600.00 $17,700.00 $35,400.00 $10,000.00 $20,000.001854EAAluminum Pedestal Pole, 11 ft-Long, Bronze, Powder Finished w/ Pole Collars $1,700.00 $6,800.00 $1,620.00 $6,480.00 $1,647.00 $6,588.00 $1,500.00 $6,000.001862EAStreetscape Mast Arm, 44 ft-long, Bronze, Powder Finished $3,600.00 $7,200.00 $7,020.00 $14,040.00 $3,649.00 $7,298.00$6,500.00 $13,000.001871EAStreetscape Mast Arm, 50 ft-long, Bronze, Powder Finished $10,000.00 $10,000.00 $10,800.00 $10,800.00 $9,700.00 $9,700.00 $10,000.00 $10,000.001881EAStreetscape Mast Arm, 55 ft-long, Bronze, Powder Finished $11,000.00 $11,000.00 $10,800.00 $10,800.00 $10,435.00 $10,435.00 $10,000.00 $10,000.001892EA1-Section LED, 16-inch Pedestrian Countdown Signal head, w/9" Symbol/Man (Black) $500.00 $1,000.00 $540.00 $1,080.00 $510.00 $1,020.00 $500.00 $1,000.001901EAAPS Pedestrian Push-Button Assy - Polara EZCommunicator 2 Wire Navigator w/Educational "Push Button To Cross Street" Sign 9"x15" R10-e(R) (Black) $2,300.00 $2,300.00 $1,620.00 $1,620.00 $2,273.00 $2,273.00 $1,500.00 $1,500.00Striping and Signage - TXDOT SUBTOTAL$26,480.70 $46,018.00$30,753.45 $27,331.90Page 11 of 14Page 452 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.1911EAAPS Pedestrian Push-Button Assy - Polara EZCommunicator 2 Wire Navigator w/Educational "Push Button To Cross Street" Sign 9"x15" R10-e(L) (Black) $2,300.00 $2,300.00 $1,620.00 $1,620.00 $2,273.00 $2,273.00 $1,500.00 $1,500.001924EALuminaire, 250-Watt LED, w/15-ft-long Streetscape Support Arms, Bronze $550.00 $2,200.00 $1,620.00 $6,480.00 $546.00 $2,184.00 $1,500.00 $6,000.001932EAILSN Street Name Sign "Wellborn Rd" (15000) 3M DG3 Material, 8 D $3,200.00 $6,400.00 $4,104.00 $8,208.00 $3,118.00 $6,236.00 $3,800.00 $7,600.001941EAILSN Street Name Sign "Royder Rd" (XXXXX) 3M DG3 Material, 8 D $3,200.00 $3,200.00 $4,104.00 $4,104.00 $3,118.00 $3,118.00 $3,800.00 $3,800.001951EAILSN Street Name Sign "Royder Rd" (XXXXX) 3M DG3 Material, 8 D $3,200.00 $3,200.00 $4,104.00 $4,104.00 $3,118.00 $3,118.00 $3,800.00 $3,800.001961EAMast Arm Sign "Left Turn On Flashing Yellow Arrow" (R10- 17T) (42"x36") 3M DG3 Material $300.00 $300.00 $810.00 $810.00 $300.00 $300.00 $750.00 $750.001974EAPull Boxes w/Locking Cover, Type D w/ Legend "High Voltage Traffic Signal" $850.00 $3,400.00 $1,080.00 $4,320.00 $844.00 $3,376.00 $1,000.00 $4,000.001981EAGround Boxes w/Locking Cover, Type 1 w/ Legend "Danger High VoltageTraffic Management" $1,700.00 $1,700.00 $2,700.00 $2,700.00 $1,700.00 $1,700.00 $2,500.00 $2,500.001991EAMeter Pedestal, 4-Terminal, 125-am, Twin-Link Connectors w/Conduit to Power (Stainless Finish) $4,200.00 $4,200.00 $5,400.00 $5,400.00 $4,222.00 $4,222.00 $5,000.00 $5,000.002001 EA Peek BC 100 Hz Battery Backup System w/Cabinet $6,700.00 $6,700.00 $9,180.00 $9,180.00 $6,870.00 $6,870.00 $8,500.00 $8,500.002011EAConcrete Signal Controller and Battery Backup System Foundation $3,900.00 $3,900.00 $5,400.00 $5,400.00 $4,000.00 $4,000.00 $5,000.00 $5,000.002022 EA Signal Pole Foundation, 36-inch Diameter, 13-ft Deep $4,200.00 $8,400.00 $5,400.00 $10,800.00 $4,170.00 $8,340.00 $5,000.00 $10,000.002031 EA Signal Pole Foundation, 48-inch Diameter, 27-ft Deep $10,500.00 $10,500.00 $11,880.00 $11,880.00 $10,200.00 $10,200.00 $11,000.00 $11,000.002041 EA Signal Pole Foundation, 48-inch Diameter, 28-ft Deep $11,000.00 $11,000.00 $12,960.00 $12,960.00 $10,570.00 $10,570.00 $12,000.00 $12,000.002053 EA Pedestal Pole Foundation, 24-inch Diameter, 6-ft Deep $1,700.00 $5,100.00 $1,620.00 $4,860.00 $1,620.00 $4,860.00 $1,500.00 $4,500.002061 EA Pedestal Pole Foundation, 24-inch Diameter, 10-ft Deep $2,700.00 $2,700.00 $1,620.00 $1,620.00 $2,695.00 $2,695.00 $1,500.00 $1,500.002071 EA Pedestal Pole Foundation, 24-inch Diameter, 11-ft Deep $3,000.00 $3,000.00 $1,620.00 $1,620.00 $3,000.00 $3,000.00 $1,500.00 $1,500.002085 EA Reusable Helix Screw Foundation for Pedestal Pole $900.00 $4,500.00 $1,620.00 $8,100.00 $900.00 $4,500.00 $1,500.00 $7,500.00209585 LF Conduit 2"-Diameter, Schedule 40 PVC $8.00 $4,680.00 $10.80 $6,318.00 $8.14 $4,761.90 $10.00 $5,850.00Page 12 of 14Page 453 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.210225 LF Conduit 2"-Diameter, Schedule 40 PVC Bore $8.50 $1,912.50 $16.20 $3,645.00 $8.77 $1,973.25 $15.00 $3,375.0021165 LF Conduit 3"-Diameter, Schedule 40 PVC $11.00 $715.00 $14.04 $912.60 $10.86 $705.90 $13.00 $845.00212335 LF Conduit 3"-Diameter, Schedule 40 PVC Bore $19.00 $6,365.00 $21.60 $7,236.00 $18.50 $6,197.50 $20.00 $6,700.0021345 LF Conduit 4"-Diameter, Schedule 40 PVC $14.00 $630.00 $16.20 $729.00 $13.94 $627.30 $15.00 $675.00214455 LF Conduit 4"-Diameter, Schedule 40 PVC Bore $24.00 $10,920.00 $23.76 $10,810.80 $23.60 $10,738.00 $22.00 $10,010.002151,660 LF 7/C #14 AWG Stranded Signal Cable $1.60 $2,656.00 $4.86 $8,067.60 $1.58 $2,622.80 $4.50 $7,470.00216795 LF 5/C #14 AWG Stranded Signal Cable $1.40 $1,113.00 $3.78 $3,005.10 $1.37 $1,089.15 $3.50 $2,782.50217760 LF 3/C #4 Power Cable $3.40 $2,584.00 $5.94 $4,514.40 $3.49 $2,652.40 $5.50 $4,180.002183,105 LF THHN 3-1/C #10 Luminaire Cable $2.40 $7,452.00 $3.78 $11,736.90 $2.39 $7,420.95 $3.50 $10,867.502192,415 LF 3-#12 XHHW Electric Conductor$2.20 $5,313.00 $3.24 $7,824.60 $2.13 $5,143.95 $3.00 $7,245.002201,205 LFBare Electrical Conductor #6 Wire (Stranded) for Grounding $1.10 $1,325.50 $2.70 $3,253.50 $1.09 $1,313.45 $2.50 $3,012.502213EARadar Presence Detector (RPD) (Wavetronix Smart Sensor Matrix w/ Smart Sensor Mount) $6,000.00 $18,000.00 $5,940.00 $17,820.00 $6,100.00 $18,300.00 $5,500.00 $16,500.002222EARadar Advance Detection Detector (RADD) (Wavetronix Smart Sensor Advance w/ Smart Sensor Mount) $6,000.00 $12,000.00 $5,940.00 $11,880.00 $6,100.00 $12,200.00 $5,500.00 $11,000.00223675 LFOrion Wire Combo 2207-2002 PVCGY Wavetronix Smart Sensor 6-Conductor Cable for RPD Detectors $1.80 $1,215.00 $3.24 $2,187.00 $1.78 $1,201.50 $3.00 $2,025.00224415 LF Smart Sensor 6-Conductor Cable for RADD Detector $1.80 $747.00 $3.24 $1,344.60 $1.78 $738.70 $3.00 $1,245.002252 EA Wavetronix Cabinet Interface Device Click 650 $3,500.00 $7,000.00 $1,620.00 $3,240.00 $3,540.00 $7,080.00 $1,500.00 $3,000.002265 EA Wavetronix Sensor Cable Junction Box $240.00 $1,200.00 $810.00 $4,050.00 $240.00 $1,200.00 $750.00 $3,750.002271EAPTZ Camera – Sony SNC-WR632C Network Rapid Dome Full HD Camera – W series with hybrid power/communication cable. $5,400.00 $5,400.00 $7,020.00 $7,020.00 $5,500.00 $5,500.00 $6,500.00 $6,500.002283 EA Priority Detector – Opticom 700 Series Detectors $750.00 $2,250.00 $1,890.00 $5,670.00 $765.00 $2,295.00 $1,800.00 $5,400.00Page 13 of 14Page 454 of 642 City of College Station - Purchasing DivisionBid Tabulation for #20-032"Royder Road Phase 2"Open Date: Wednesday March 18, 2020 @ 2:00 p.m.ITEMQTY UNIT DESCRIPTIONUNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICE UNIT PRICETOTAL PRICEANGEL BROTHERS ENTERPRISES, LTD. BRAZOS PAVING, INC.KNIFE RIVER, CORP- SOUTHLARRY YOUNG PAVING INC.2291EAPriority Control System – Opticom Model 764 Multimode Phase Selector $4,000.00 $4,000.00 $540.00 $540.00 $4,100.00 $4,100.00 $500.00 $500.00230780 LF Priority Cable – Opticom Model 138 Detector Cable $2.00 $1,560.00 $2.16 $1,684.80 $2.06 $1,606.80 $2.50 $1,950.002314 EA Confirmation Lights, w/ Power Cable $260.00 $1,040.00 $270.00 $1,080.00 $267.00 $1,068.00 $250.00 $1,000.00232635 LF 3/C #16 Confirmation Light Cable $2.00 $1,270.00 $2.70 $1,714.50 $1.89 $1,200.15 $2.50 $1,587.502331 LS Astrobac Mounting Hardware $300.00 $300.00 $2,700.00 $2,700.00 $305.00 $305.00 $2,500.00 $2,500.002343 Mo. Traffic Control and Construction Barricades $14,000.00 $42,000.00 $0.00 $0.00 $16,200.00 $48,600.00 $2,500.00 $7,500.002351LSMisc. Construction Materials, Incluiding Vibration Dampers $8,000.00 $8,000.00 $1,620.00 $1,620.00 $8,200.00 $8,200.00 $1,500.00 $1,500.002364 EA ILSN Arm, Bronze, Powder Finish $1,000.00 $4,000.00 $810.00 $3,240.00 $985.00 $3,940.00 $750.00 $3,000.00Bid CertificationBid BondAddenda AcknowledgedCalculation Error in Water Line Improvent section Line 80 the highlighted amount is correct. Calculation Error in TxDot Paving and Grading section Line 139 was rounded the highlighted amount is correct. YNOTES:YYYYYYYYYYY$4,165,158.14TOTAL BASE BIDCalculation Error in Street Light section Line 133 & 134 were not added into the subtotal for this section. Highlighted amount is correct. $3,844,807.55$3,790,692.40$5,094,460.70Traffic Signal - TXDOT SUBTOTAL$353,848.00 $343,850.40$358,952.70 $326,420.00Page 14 of 14Page 455 of 642 Green s Pr airi e R d Royde r RdRoyder RdRoyder RdRoyder RdGreens Prairie RdGreens Prairie RdMeadow PassCreek Meadow S Blvd Wo o d B r o o k L n Creek Mead o w N B l v d Creek M e a d o w N Bl v d Ledg e st o n e Trl White Oak M e a d o w C t Sh a d y B r o o k L n Shady Brook PassCripple Creek C t Shallo w Cr e e k L o o p Clear Meadow Creek Ave Stevens Creek Ct Tim b e r C r e e k L n Turkey Mea d o w C t Pa w n e e C r e e k C t Big Sandy Dr Greens Prairie RdWellborn RdRoyder RdRoyder RdWellborn RdShallo w Cr e e k CtLowry Meadow LnP1-735P1-73 5 Cedar C r e e k C tKoppe Bridge RdArcGIS Web Map Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user City Limits Background Blocker Texas A&M Property Easterwood Airport Parks Streets Local Street Arterial or Collector Freeway Schools 4/23/2020, 10:32:47 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Web AppBuilder for ArcGIS Esri, HERE, NPS | City of College Station, IT Department, GIS Office | City of College Station Planning and Development Services 1101 Texas Ave College Station, TX 77842 (979)764-3570 | Maintained by the City of College Station Texas | Esri, HERE, NPS |Page 456 of 642 May 14, 2020 Item No. 4.7. FM 2154 Speed Reduction Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding an ordinance temporarily amending Chapter 38, Section 38-1013, of the Code of Ordinances by changing the posted speed limit on the section of FM 2154 approximately 600 feet north of Victoria Avenue to approximately 2,600 feet south of Victoria Avenue to 50 mph for the duration of the Royder Road Phase 2 project. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Improving Mobility Recommendation(s): Staff recommends approving. Summary: The City is widening and realigning Royder Road from a two lane to a three lane roadway with median, as well as realigning the roadway to intersect FM 2154 south of Victoria Avenue. The project will include the reconstruction of the road subgrade, placement of concrete, curb and gutter, utilities, illumination, and multi-use path. The project is estimated to take one year to complete. Due to reduced lane width and the close proximity of motorists in the construction zone to workers and equipment, staff is pursuing the temporary establishment of a 50 mph construction zone speed limit, which will lower the speed limit from the posted speed limit of 60 mph along FM 2154. The temporary speed reduction ordinance will expire at the completion of the project. Budget & Financial Summary: Budget in the amount of $5,290,812 is included for this project in the Streets Capital Projects Fund. A total of $709,116.89 has been expended or committed to date, leaving a balance of $4,581,695.11 in the total project budget for construction. Reviewed & Approved by Legal: No Attachments: 1.FM 2154 CH 38 Temp Speed Limit Ord 2.Project Map Page 457 of 642 Ordinance Form 8-14-17 ORDINANCE NO. __________ AN ORDINANCE AMENDING CHAPTER 38, “TRAFFIC AND VEHICLES,” ARTICLE VI “TRAFFIC SCHEDULES,” SECTION 38-1013 “TRAFFIC SCHEDULE XIII, TEMPORARY SPEED LIMITS,” ON FM 2154 OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, 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 38-1013 “Traffic Schedule XIII, Speed Limits,” 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. Page 458 of 642 ORDIANCE NO.____________Page 2 of 3 Ordinance Form 8-14-17 PASSED, ADOPTED and APPROVED this ______ day of _______________, 20__. ATTEST:APPROVED: __________________________________________________________ City Secretary Mayor APPROVED: _______________________________ City Attorney Page 459 of 642 ORDIANCE NO.____________Page 3 of 3 Ordinance Form 8-14-17 Exhibit A That Chapter 38, “Traffic and Vehicles,” Article VI. “Traffic Schedules,” Section 38-1013 “Traffic Schedule XIII, Temporary Speed Limits,” is hereby amended to read as follows by adding: FM 2154, for traffic moving north and south from approximately .113 miles (597 feet) north of Victoria Drive to 0.51 miles (2,693 feet) south of the Victoria Drive, the speed limit shall be fifty (50) miles per hour in construction areas when said speed signs are posted. Upon completion of the project and when temporary speed limit signs are removed, speed zones shall revert to the original speed zone of Fifty-Five (55) and Sixty (60) miles per hour. This ordinance does not repeal any speed limit ordinances in Sec. 38-17. Page 460 of 642 Green s Pr airi e R d Royde r RdRoyder RdRoyder RdRoyder RdGreens Prairie RdGreens Prairie RdMeadow PassCreek Meadow S Blvd Wo o d B r o o k L n Creek Mead o w N B l v d Creek M e a d o w N Bl v d Ledg e st o n e Trl White Oak M e a d o w C t Sh a d y B r o o k L n Shady Brook PassCripple Creek C t Shallo w Cr e e k L o o p Clear Meadow Creek Ave Stevens Creek Ct Tim b e r C r e e k L n Turkey Mea d o w C t Pa w n e e C r e e k C t Big Sandy Dr Greens Prairie RdWellborn RdRoyder RdRoyder RdWellborn RdShallo w Cr e e k CtLowry Meadow LnP1-735P1-73 5 Cedar C r e e k C tKoppe Bridge RdArcGIS Web Map Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user City Limits Background Blocker Texas A&M Property Easterwood Airport Parks Streets Local Street Arterial or Collector Freeway Schools 4/23/2020, 10:32:47 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Web AppBuilder for ArcGIS Esri, HERE, NPS | City of College Station, IT Department, GIS Office | City of College Station Planning and Development Services 1101 Texas Ave College Station, TX 77842 (979)764-3570 | Maintained by the City of College Station Texas | Esri, HERE, NPS |Page 461 of 642 May 14, 2020 Item No. 4.8. Wellborn SUD ILA - Royder Road Ph 2 Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding an Interlocal Agreement between the City of College Station and Wellborn Special Utility District for the cost participation by Wellborn Special Utility District in the Royder Road Phase 2 project. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Improving Mobility Recommendation(s): Staff recommends approval of the agreement. Summary: The Royder Road Phase II Project (Project) will reconstruct and realign Royder from north of Backwater Drive to FM 2154, approximately 2,700 linear feet. The improvements will include replacement of the existing two-lane asphalt pavement with a three-lane concrete section, curb, gutter and underground storm sewer, sidewalks, bike lanes and signal at FM 2154 intersection. The widening and realignment of Royder has necessitated the relocation of a 4”, 8” & 12” Wellborn SUD waterlines. Several of these waterlines are within Wellborn SUD exclusive easements and are the City of College Station responsibility to relocate. Portions of the waterlines are within TXDOT ROW and are Wellborn SUD’s responsibility to relocate. To reduce cost and make sure the relocations are completed on the road project schedule, Wellborn SUD & City of College Station have agreed for the City of College Station to complete all the waterline relocations. Wellborn SUD will reimburse the City of College Station for the portion of waterline within TXDOT ROW. An ILA for this project was approved at the March 28, 2019 council meeting. Since then, additional conflicts were identified after new information was provided by Wellborn SUD on location of their infrastructure. This additional information significantly increased the scope of the items to be reimbursed. This ILA covers the additional items that have been added to the project and will replace the previous agreement. Budget & Financial Summary: Budget in the amount of $5,290,812 is included for this project in the Streets Capital Projects Fund. A total of $709,116.89 has been expended or committed to date, leaving a balance of $4,581,695.11 in the total project budget for construction. It is estimated that Wellborn SUD will reimburse the City $98,874 on this project. Page 462 of 642 Reviewed & Approved by Legal: No Attachments: 1.ILA-WSUD Signed-42320 2.Project Map Page 463 of 642 Page 464 of 642ADJUSTMENT AND RELOCATION OF UTILITIES AGREEMENT BETWEEN WELLBORN SPECIAL UTILITY DISTRICT AND CITY OF COLLEGE STATION, TEXAS This interlocal agreement ("Agreement") is entered into by and between Wellborn Special Utility District ("WSUD") and the City of College Station, Texas ("City" or "COCS"), a Texas home rule municipality, regarding the relocation and construction of utilities. Whereas, a portion of Royder Road near FM 2154 (Wellborn Road) are public roadways located within the City; and Whereas, the City intends on making certain improvements to such portions of Royder Road & FM 2154 (Wellborn Road) (the "Project"); and Whereas, WSUD is the owner of that certain fifteen-foot (15') wide utility easement, recorded in Volume 7865, Page 153, Deed Records of Brazos County, Texas, and which is fmther described in Exhibit "A" attached hereto and made a pmt hereof (the "Easements"), running near and along such portion of Royder Road within which it has certain facilities for the provision of public water services; and Whereas, WSUD is also the owner of a certain blanket utility easement, recorded in Volume 254, Page 295, Deed Records of Brazos County, Texas, and which is further described in Exhibit "B" attached hereto and made a part hereof (the "Easements"), covering the area near the intersection of Royder Road & FM 2154 (Wellborn Road) ROW within which it has certain facilities for the provision of public water services; and Whereas, the Project will necessitate the adjustment, removal, and/or relocation of a portion WSUD's utility facilities along said portion of Royder Road & FM 2154 (Wellborn Road) so as to be located at a different location and a greater depth than currently; and Whereas, WSUD and the City desire to enter into this interlocal agreement whereby the City shall be responsible for the adjustment, removal and/or relocation of certain WSUD four-inch (4"), eight-inch (8") & twelve-inch (12") waterlines necessitated by the Project and WSUD agrees to reimburse the cost for the portion of the waterlines that are within the FM 2154 (Wellborn Road) ROW and not covered by Ease1nents; and City of College Station and Wellborn SlJD lJtility Adjuslment and Relocation Agreement Ver. 2/6/2020 Page 465 of 642Whereas, WSUD and the City desire to enter into this interlocal agreement pursuant to the Texas Interlocal Cooperation Act codified at Chapter 791 Texas Government Code; Now therefore, The parties hereto covenant and agree mutually as follows: Article I. Relocation of Utilities. The City agrees to relocate, remove, and/or adjust WSUD's four-inch (4"), eight-inch (8") and twelve-inch (12") waterlines located within the Easements and within the FM 2154 (Wellborn Road) ROW, as depicted on the attached Exhibit "C" Location Map of Waterline Relocations and Exhibit "D" Cost Allocation Schedule. Pursuant to the WSUD cost portion of the attached Exhibit "D" Cost Allocation Schedule, WSUD agrees to assume the actual costs associated with the relocation, removal and adjustment of the four-inch (4"), eight-inch (8"), and twelve-inch (12") waterlines located within FM 2154 (Wellborn Road) ROW, as indicated by the blue lines shown on the attached Exhibit "C" Location Map. Pursuant to the COCS cost portion of attached Exhibit "D" Cost Allocation Schedule, the City agrees to assume all actual costs associated with the relocation, removal and adjustment of the four-inch (4"), eight-inch (8"), and twelve-inch (12") waterlines within WSUD Easements, as indicated by the red lines shown on the attached Exhibit "C" Location Map. Currently, the estimated cost of the portion of the relocation of the waterlines assumed by WSUD and payable to City upon completion of the Project is estimated to be $98,874. The City assumes responsibility for the bidding, permitting, and construction of all of the work identified in Exhibit "D" in accordance with applicable statutes and regulations. Upon completion and written notification by the City to WSUD of the removal, adjustment, and relocation of its facilities as described in this paragraph, WSUD shall reimburse the City for the full costs of the portion of the work assumed by the City within 30 days of receipt of such notification. WSUD and the City agree that any and all payments in exchange for governmental functions or services will be made from current revenues available to the paying party. City of College Station and Wellbo1n SUD Utility Adjustment and Relocation Agreement Ver. 2/6/2020 Page 466 of 642Article II. Hold Harmless. To the extent permitted by law and without waiving each respective party's governmental immunity or the limitations as to damages contained in the Texas Tort Claims Act, WSUD and the City agree to hold each other harmless from and against any and all claims, losses, damages, causes of action, suits and liabilities of every kind, including all expenses of litigation, court costs, and attorney's fees, arising out of any claim in connection with the work done under this Agreement alleging (i) injury or death of any person; (ii) damage to any property; or (iii) breach of contract. Article III. Miscellaneous. The laws of the State of Texas govern this Agreement and venue shall be in Brazos County, Texas. Waiver of one provision or on one occasion with respect to this Agreement does not constitute waiver of other provisions or on other occasions. If any provision of this Agreement should be held to be invalid or unenforceable, the validity and enforceability of the remaining provisions of this Agreement shall not be affected thereby. This Agreement may be amended only in writing by the parties hereto. This Agreement may not be assigned by a party without the written approval of the other. This Agreement does not and is not intended to confer any rights or remedies upon any person other than the pat1ies. The individuals signing below have been duly authorized to sign on behalf of their respective entity. This Agreement shall go in to effect as of the date of final approval by the governing bodies of both parties. This Agreement may be executed in multiple counterparts, each of which will be deemed an original, but all of which will constitute the same instrument. List of Exhibits: Exhibit "A" -WSUD Utility Easement (Royder Rd.) Exhibit "B" -WSUD Blanket Utility Easement (Royder Rd. at Wellborn Rd.) Exhibit "C" -Location Map of Waterline Relocations Exhibit "D" -Cost Allocation Schedule for removal, adjustment and relocation ofWSUD facilities. Cily of College Station and Wellborn SUD 1Jtility Adjustment and Relocation Agrccn1ent Ver. 2/6/2020 Page 467 of 642IN WITNESS WHEREOF the Parties have caused this Agreement to be executed by their duly authorized representatives. WELLBORN SPECIAL UTILITY DISTRICT CITY OF COLLEGE STATION By: ____________ _ Mayor Date: _______ _ ATTEST: City Secretary Date: ------APPROVED: City Manager Date:. _____ _ City Attorney Date:. _____ _ Assistant City Manager/CFO Date:. _____ _ City of College Station and Wellborn SUD Utility Adjustment and Relocation Agreement Ver. 2/6/2020 Page 468 of 642THE STATE OF TEXAS C:O!JNTY OF FlRA70S Exhibit "A" RIGHT OF WAY EASEMENT (General Type Easement) • • Do.: Bk Vol p9 00956B18 OR 7865" 1.5J KNOW AU MEN BY THESE PRESENTS, that I, RENEE LOU EVANS, INDEPENDENT EXECUTRIX OF THE ESTATE OF KAREN HICKS EIDSON, DECEASED. as duly appointed In Probate Cause 12,792, County Court of Brezos County, Texas, Slttlng In Probate, (Grantors), in consideration of one dollar ($1.00) and other good and valuable consideration paid by WELLBORN SPECIAL UTIUTY DISTRJCT (Grantee), the receipt and sufficiency of which is hereby acknowledlled, does hereby grant bargain. sell, transfer. and convey to said Grantee, its successors, and assigns, a perpetual easement with the right to erect, construct, install and lay and thereafter use. operate, Inspect, repair, maintain, replace, and remove water or other utllltv distribution line or lines (whether one or more, but not mane than three) and appurtenances over, through and across that certain tract or parcel of land, mone or lass, situated In the Samuel Davidson Survey, A-13, In Brazos County, Texas which is mone partlculaMy described in an Instrument recorded In Volume 300 at Page 609, of the Deed Reconds of Brazos County, Texas, to which such Instrument and its record, neference is heneby made mr C\)mplete descriptio~ of the Eidson tract. A complete metes and bound description of the 15' Utility Easement as surveyed on the ground by Dante CaMomagno, Texas Professional Land Surveyor No. 1562, dated January 2007, Is attached heneto as Exhibit A and a Plat of such Survey attached hereto as Exhibit 8, both such Exhibits incorporated henein fOr a mone particular description and all matters pertinent, toQether with the right of Ingress and egress over Grantor's adjacent lands fOr the purpose for which the above mentioned rights are granted. The easement hereby granted shall not exceed 15 feet in width or as near thereto as the metes and bounds description provides. The consideration recited herein shall constitute payment In full fOr all damages sustained by Grantor by reason of the Installation of the structures referred to herein and the Grantee will maintain such easement In a state of good repair and efficiency so that no unreasonable damages to Grantor's propertv will occur as a nesult of Grantee's use of this easement Grantee agnees to nepair all damages, if any, caused by ifs actions and to clean up and restore the surface back to ifs original condition es neasonably possible. This agreement and the easement gran1ed shall constitute a covenant running with the land for the benefit of the Grantee, its successors, and ass/Qns. Grantor(s) covenant that thev are the owners of the land made the subject of this aasemeni and that such land is free and clear of all encumbrances and liens except the followinQ: (Descnbe. if any) To the extent this easement was obtained or improved through the use of federal financial assistance to Grantee, It Is subject to the provisions of Titte VI of the Civil RiQhts Act of 1964 and the regulations Issued pursuant thereto. dav of IN WITNESS WHEREOF the Grantor(s) have executed this instrument this ~~ 2007. ESTATE OF KAREN HICKS EIDSON, Cl .. ~lv e7v~ BY: Renee Lou Evans Independent Executrix Page 469 of 642The State ofTexas l Countv of \-\0-n·, 5 l Acknowtedgment This Instrument was acknowledged before me, the. undersign capacity as Independent Executrlx of the Estate of Karen HI of~~2007. SEAL Doc Bk Vol pg 00956818 OR 7865 15< notary, by RENEE LOU EVANS, In her \~ dav Page 470 of 642METES AND BOUNDS DESCRIPTION OF A 1.185 ACRE 15' UTU.,ITY EASEMENT SAMUEL DAVIDSON SURVEY, A· 13 BRAZOS COUNTY, TEXAS Doc Bk Vol 00'i"5S818 OR 7865 Being a fifteen feet (15') wide utility easement containing 1.185 11cres, out of the Samuel D11vidson, A·13, also being part of the tract owned by Keren Edison as recorded in Volume 300, Page 609 of the Brazos County Deed Records (B.C.D.R.), the I. I 85 acre easement being more particularly described as follows: BEGINNING at a 5/8" iron rod found for the north corner of this easement, also being the north common corner of the said Edison tract and the Eugene Savage tract of land as recorded In Volume 5185, Page 77 of the Brazos County Official Records (B.C.O.R.), also being the west corner of the right·of-way dedication as recorded in Volume 7088, Page 290 of the B.C.O.R., also being a point along the southwest right-of-way line ofRoyder Road, a variable width rightoQf-way; THENCE alo~g the said southwest right-of.way ofRoyder Road the following calls and distances: South 44°33'53" East, a distance of 861.15 feet to a 5/8" iron rod found for an angle point of this easement; South 45°00'23" East, a distance of 1815.19 feet to a 5/8" iron rod found for an angle point of this easement; South 44°49'54" East, a distance of396,71 feet to a 5/8" iron rod found for an angle point of this easement; South 45°40'28" East, a distance of274.22 feet to a 5/8" iron rod found for art angle point of this easement; South 46°0 I' 50" East, a distance of 91. 78 feet to a 5/8" iron rod found for the east corner of this easement, also being a point along the said southwest right·of-way ofRoyder Road, also being the north corner of the Estates ofRoyder Ridge, Phase Two, a subdivision located in the County of Brazos, State of Texas, according to the plat thereof as recorded in Volume 4377, Page 205 of the B.C,O.R., from which an iron rod found for reference bears: North 42°25'46" East a distance of3.77 feet; THENCE along the common line between this easement and the said Estates ofRoyder Ridge, Phase Two, South 42°2S'46" West, a distance of 15.01 feet to a point for the south comer of this easement, a!so being a point along the northwest boundary line of the said Royder Ridge, Phase Two; THENCE across the said Edison tract the following calls and distances: North 46°01 '51" West, a distance of92.l5 feet to a point for an angle point of this easement; North 45°40'28" West, a distance of274.42 feet to a point for an angle point of this easement; North 44°49'54" West, a distance of396.82 feet to a point for an angle point of this easement; North 45°00'23" West, a distance of 1815.23 feet to a point for an angle point of this easement; North 44°33'53" West, a distance of861.92 feet to a point for the west corner of this easement, also being a point along the common line between the said Savage tract and the said Edison tract; THENCE along the common line between this easement and the said Savage tract, North 48°09'19" East, a distance of 15.02 feet to the PLACE OF BEGINNING containing 1.185 acres. The basis of bearing of this survey is the northeast line of the previous survey as recorded in Volume 7088, Page 290 of the Brazos County Official Records, said bearing being S 44°33'53" E. Dante Carlomagno Texas Registered Professional Land Surveyor No. 1562 05302-jan2007 .doc 01/15/2007 p, 155 Page 471 of 642.t!".l Do~ ~-.wllOJ7.t>ll<l.--• ,.i.1'GN0 Plot 4o1« 01/1•/07 ot 1<1<>1 g~~ ~ ~ •oel, * fj LINE DISTANCE BEARING LINE DISTANCE BEARING u~o .~ :;:-LI 861.15 s 44'33 53 E L7 92.15 N 46'01 5 w ~· 0f./1 • L2 1815.19 s 45'00 23 E LB 274.42 N 45'40 26 w Ll 396.71 s 44'49 54 E l9 396.62 N 44'49 54 w g L4 274.22 s 45'40 28 E LIO 1815.23 N 45'00 23 w L5 91.78 s 46'01 50 E Ll1 861.92 N 44'33 53 w L6 15.01 s 42'2.5 46 w LIZ 15.02 N 46'09 19 E REFERENCE ROO JJ Br.ARS: " 42'25'46" E ~ ~~ ~ ROYDER ROAD \ 3.77'~ /-·~ 7u~~ l!ll (V>JlW:JLE/Wlorn R.O.W.) ' / H ~~ \12 "' I ~; uo ..._ ~p ~ u '" ~"' w. ~ ~~ 15' UTLILTY EASEMENT KEREH EO!SON ESTATES OF -1.185 ocres J00/&09 Ri~i:g~ ---4377/205 SURVEY LEGEND "-o! .. b)o<I Wot" .. <lot lho 100 )'OOr loool'..,.., .. ld...11r..4 b1 tn. r......e em....,..,. PLAT OF SURVEY $5/8"/flCNROOSfJ --\ '4«><1"' <;on....,l!y P<>"><! ~ te<»l00\$:1 C. Do\ ... ""'' >, !K> ""~ ~ SU8J£CT /'ROf'tJITY /JJI£ .a~S/Gll -odZoool.. ----OllJG~ PNOP£/lT'f um: l!l llllll'R Jiau/ ~ .. "!'"'~~ ~,·~~ ~·:::-.!.~ .. ~\:<,~~ '!'::.t.~J:.~ OO>ICi 1.185 ACRE 15' unurr fASEMENT .........-f'---lllCffllCAi. /JN£ M 1'1ilm;> \!Ill£ -<1-~UN£ "~~ ==~----~ our OF: lllE KEREN EDISON 1RACT M; RECORDED IN 300/809 ~~""" (i':I flECmlC llau/ lOOlnD 111o S>J.IUU OA\llOSON lE.l.GU[, A-13 ----If--llt100 FEJIC£ ~~= Of --~ +-= ~ -~!.;p_ !ilRffi ~ RO'YD£R RO>J'I ---N:C£$S EASEJ/Off ~-= CllWN\ BRAZOS ----~~"""""' • PiP£UJI£ WJIKER ---UECIR/CA! <ASOlfHT ·=-$Ull'{E'1rn n>R. 0AAZ05 COUWY ~ ANO BRIDGE =--=-= '!f/J(f!t!F~ J#if'off' • ffl<'WC ""' "'""1 Boo!oo 0 SAMLWr' WNHaE S H'lJ~"E • 1><S SUIMY '/,S. <011PWU1 llmrn! llll: "°'>Jll' Of A llllE C(UlllTUO<I. ' =--::--= f!f:ft?ll::':u f'ASOl[/ff 0 SfDllU UWHOl.E Vot.,,,., 1008, P"'l' :ao -OllOltWICC 8f/IUJl1/IJ /J1IE o~ """""• Sodo '< _J < Rf,t;~J}~<~ Carlomagno Surveying, Inc. ----PVITTED fMWING U/£ 95FJ'11G r.4NI( \"-WO" ~ 1U.EPHON£ PG>ESTAi. 27H FinlO<llh•r R<l<ld, Bryon, Toxo• nao1 ---l/ESTllfCrioN Blhl.O/Nli 1.111£ --T .... ,_, JotonBol•J =~~;.:"""" 'O SUR~ PHONE: (979)775-2873 FAlC: (979)775-~787 e WOii ROO FOl/llO e tlON PIP£ foumJ a~-fWd er.,. R ~"'"" ..,,,, ....... -. "'"' .... \502 ,.ww,Co1lomo9nosurvoying.com Page 472 of 642Do·· Bk Vol p9 Ql)9.5b8i8 OR 786.5 157 filed far Record in: BRAZOS COUIHY On~ tlur l6121J07 nt 03:.soP '" Ho Chnr~e. Recnrdinss OocuMn~ Hu11ber: 1)1}956818 A~1mnt .00 Rei:eiP\ Nu11ber -311!533 '" flo IJork11nn srnrr or TEXAS COllfHY or BRAZOS r bereb~ cert if~ thut this instru11'.!nt wos riled iJn the d11te 11nd tim! sta11~e.d hereon bg 11e o.nd was duh recorded in the YiJlute und 11n~e of the Official Publk rernrds oi: BRAIIJS CDUHH llar 16r200? HO!lMABLE KAREH MCQU£EH1 COUlffV CLERK BRAZIJS COUHTY Page 473 of 642• • Form FRA-Tx 442.J... (8-64) Exhibit "B" UNITED STATES D~AR'l'MENI' OF AGRICULTURB Farmers Home Administration THE STATE OF TEXAS i COUNTY OF BRAZOS RIGHT-OF-WAY EASfilfilNl' ~l!filliXJQ\X (General Type EaS{lment) 295 295 B. Berman Eidson and wife KNOW ALL ~ BY 'lllESE PRESENTS. that Keren Eidson , hereinafter called Grantora, in consi.dl'!ration of one dollar 7(T$~1-.o~o~)~.~.-..-o-t~hc·er good md valuable cowsideration paid bylfellborn tiatfil'._ Supply CBJiPOration , htlreiW1.fter called the Grantee, the rece.\ptfland sUfficioh~¥ of \.:bich is herelry acknowledged, does hereby grant, bargain, sell, transfer, and. convey to said Grantee• its success9ra, and assigns, " perpet-ual easement ~ith the right to erect, conntruct1 install, and lay and there.f!lfter use, operate, inspect, repoil', auiintain, repla!!e and remove any and all water pipelines necessary for tbedistribution of water by the Wellborn Water Supply Corporation, over and across the following land owned by Gr.o:ntor in Brazos Couttty, state of Texa.iu •. .as shot:m Qy deej'.}. .frora..Eul;i 'Eide'.OlJ.L et at ~Coraw: iri 1 Vol.. 21~, P~'l-.21?.Jleod Heaof4>l, B•a<;•• .Coll!j~, 1"1"!.~• ·an:11: ®'l"d. '.!Fo_ra·Mre. L. M. l'tj.qe. "'!'fl?J:dei!. m V:ol. :1;1.9,, .Pll!!<> .2J_$, Diitid l!;l'ooi.'ll81itall<!a GOJlll~, Tams. - -. .. . .. .. . -. ~~~~·~~--~~ · .. to the fol.J.owi.ng C.esoribed real esta-ce in l3NIZ.OS County,Te:o:.as: z:: :rnsT T?ACT: All thai:: certain lalld and p.rellli~e1:1 ori~nallY granted. i;o Samudi Davtdscm,. I -by the State of Texas., situated in. i::.he '10ounty of B.razqs, State ot Te:.i:as1 on the waters o!' Peach Creek, a tribu.tal!Y of t!!e Xavasota 'River abou~ on~ milo .South from t.he Town of Well-;. i . \.._ !. born, being'Blook·No, 14 out ot said': Samuel Davidson.League, Abf!'tra9t Mo, 1), anu more : .pa.rtioularl)" desorib6d as follows; e. B"o/.;INNIZ.:G at the' North corner ot this blook and the East oorner of Block lJ; which -• -oorner is 954 varas South Davids~n League; 45 West t'rom the N corner of said Tf!Sl\'UE South 45 tit.st 318 varas to. the North. corner of Blook 15; THEN:JE South 45 West ~87.$ varas to the S corher 'or this block; l . . . THENCE North 45 West .3,18 var~s to the West· corner. of this block; t i THENOE North 45 East 887, 5 varas1 ( e:::tcluding rro.111 the above deeoril;ied traot· a .triangul.~ , pieoe of lana. in the West ~ory,er for right-oi'-wa:r of the H &. 'l'.O.Ry,) 'to "the Plaoe or B.e~inning, containing 50 sore~: of landJ and:bein& the same land conveyed by the~J£!-. &: T,C, RR Company t1? VI, B, Eids?n by deed dated Febru.Jy 6, 19061 and recorded in Vol'um.·i; 291 Paga )80, Ot~the Brazos Oounty Deed Records/ to which reference is,here made tor all pur-; ' pos~.a, :. All that certain tract of land lyin& and ~Da~idson Lea~ue, A~stract No, 1)1 in Brazos County,TexJs:. l:feing situated irt the Samuel. BllXJINN!li.'1 at the. S \'{ cor of subdi:vis.ion of Lot Ncr,, 9 and the S '.S cor Lot No, 11 in Samuel Davidson Lea•guej I ot subdivi.aion or 'f'EEMOE S 45 E ;118 v.rs and corner at~a stake :rrom which a poat; oak 9 in in dia brs" s. t 18 VI ·~k vrs; THF.:NO~ ·S J.?) W ~59-2/10 vrp. and corner it ·a stake in the. east line of the H ~ T.O.RR right-ot-wa;r 36 vrs froflt.tha oen0ter of the RR track; -THENCE N 9 W witb siiid line1 618-6/10 v.rs and corner at an iron stake .r.r.om which a P.O. 18 i.n in dia hrs N SJ E 12-2/'S vrs; THsNOE N 64 E 527 yrs to tha PLt\OE OF BEGINN.ThU, oO'ntaining ·~ifty-one end foui-tifi::hs i 51-/f/5)· acres 'ot ,land~ end. being fully described in deed :t'rcm~ W.J.,.'!!:idson and wife to '11.'B •. -:ira~bn, detea·January 9, l!l96,'and .reo1ord'.ed in Volume 16, bJ.ge 1471 Brazos Ooun'.~y Deed ...;-ReoQl'ds .. : THIRD TRACTS 8EINQ ,,.70 ACO[I or LA~D. uonc OA Lk8o, OUT or THl SAUU[L 011._10•01t (,11eua:, 011111:00. Cou1tTY, T1:114,., 11r10 n'1n11 nu: t.11no conv1:Y«o Tow. e. Ero•DA It' Tiil H le T C RR CouPAllY It' 1110tNTUIU'. OAT[D Ftll'IUAllY I}, 1895, AHO 11c11;011e,1:0 11t VoLUl,llt 141 ,AG£ 617, B1u:i:o• COulfTY Otco Rteonoa, 11110 15 Al\ Tiit lll.1'10.,. , .. ,,,ti\,. IAIO IURVtT1 by llilla Bldaon, ot al. D/R Vol. 254 Page 474 of 642296 ?,96 t~~tb~r with the right of ingress and egress over Grantora 1 adjacent lands for the ptttposes tor lilhicb tlUt ·ctllow mentioned righta tre grented. Tb.e eesewent hereby granted ah.ell not exceed 201 in width, end the Grantee il!I hereby Qutborized to desigD.Qte the course of tbe easettent herein conveyed except that ~en the pipt line is inatalled, the ea&el'.Klnt herein granted shell be limited to a strip of land ·20' in width m.th the center line t.b'.ereof being tbe pipe line as installed. The consideration recited herein shall constitute payment in full for .all demagea sustained by Grantors by reason of the inBtellatton of the structureA referred to h9rein and the Gr~tee will maintgin 911ch easement in a state of good repair and efficiency so that po unreoao1U1ble damages will re~ult fr~m its ,!ISC. to Gran~ors' premise"&. ~i.!_ ~ together with other provisions of this grant: shall constitute a ccivenont running wtt1i IF.i· land for the benefit of the Grantee, its successors, and assigns. The Grantora covenant that they are the owners oi the above-describecl lands and that said lands are free and clear of all encumbrances and liens exrept the fJil lowinp;: a-n• rn. Laura Eidaon, ot aJ. to Cit.J or Brpn, NOorOod ill Vol. 98, -2'/]., DMd -rdll, Bruoo Oo1111ty, T...,_. Ea11.._t !l"Oll Mn!. A.; StraLlb, et al to Cit.7 ot Brpn, nioorded. 1n Vol. 98, page 272, Deed Records Brazoe County, Tex.a.a. Eui.ent f'rOll Herun E1daon, et ux to City of Bry&.lil. recorded in Vol. 174, -168, Dud llocardl Br&IOO Coant)', Tena. Deed of Trust from Hertttan Eidson, et ux to Bryan Building and Loan Recorded in Vol, 311 page 423, Deed of Trust Records, Brazos County, Texas. Deed of Trust from Herman Eidson, et ux to Bryan Building and Loan recorded in Vol. 34, page 347, Deed of Trust Records, Brazos County, l'exas. Deed of Trust from Herman Eidson, et ux to Bryan Building and Loan, i recorded in Vol . .39, page 579, Deed of Trust Records, Brazos County, Texas. ioeed of Trust from Herman Eidson, et ux to Bryan Building and Loan, recorded in Vol. 49, page 617, Deed of Trust Records, Brazos County, Texas. · Deed of Trust from Herman Eidson, et ux to Bryan Building and Loan, j recorded in Vol. 52, page 591, Deed of Trust Records, Brazos County, I Texas. Mechanic's Lien from Herman Eidson to Howell Lumber Co., recorded in Vol. 10, page 971 MM&L Records, Brazos County, '11exas, D/R Vol. 254 • ,. ·• Page 475 of 642• • • IN WITNESS ~nlBRllOF the said Grsn~i:B have,-exe.cuted1 this instrument this~day o!: October , 19~,, . . · IY.~"1~ Keren $;idson '· D/R Vol. 254 297 · .. 297 Page 476 of 642298 Z\l ll Form P'HA-Tx 442-9 (8-64) · .10.1.N'I' ACi~O~ED9MENl' BY' HUSBAND. AND WIFE TllB STATE OF TEXAS . COUN'CT PF BRAZOS BEFORE ME, the.undersigned, ·a Notary Public in and for said county end . Stste, on: this d~Y..:Per~onallY appeared ,. '· :a, HERMAN EipSoN .and KEREN EIDSON . . , · his ·wife; both knowrt to , .. ~e to be the persons. Whose l}Grlias, are_ :subscribed to the foreg'oing iristrument, ··and acknowledged tO me th'at they each ex~cuted the sanfe :for -the purpoaea artd . C?nsideration there'in eKpre.S's~d, an·a:the aaitl I{EREN EIDSON. , . : wife of tbe said · B. HERMAN EIDSON · · ., .naving been examined by m~· .. privately and1 apart from helt husb·and, and having the :;:rante: ful·ly e~plainea t6' her, she, tke said KEREN· EIPSON · · , ecknowleGged such. instrumJi!nt to be her act and deed, and she declared that she had willingly signed the same for the pur'poaea· and con~idei:;-ation ·therein e:tpres.sed, and that she did not wish to retr>Oct it. · · ' '1il/ll/J111 • • , • . ~··:,:·:.\\X ... n .. :·., ... , ~~······ .. 6.GlVEN· .. IJ!IDER MY llAll'l ·AND . ,.. :-" ctober. this the : .. ,'-:"'', ./' FILED FOR RECORD 19~, RECORDED 19.:§.., TO WHICH. I • t 'l. .• D/R Vol. 254 • • Page 477 of 642~. \ """""-""" -N:17'&l1.n [:5&8541.42 Z:J2&.SI (r----.....~"""""'" Z:31a.51 __, \ I \ Exhibit C \ \ ~71:~~NT~ E:~llll17.J5 Z:Jll.15 ' 9 'f T CITY OF COLLEGE STAilON MAZOS COUIT'r', TEXAS RolOER Ao~~~~~ogPHASE 2 GENERAL LAYOUT AND SURVEY CONTROL ~SP. .JW:I.-. CIA1C MJ!Qmt OWC..~...2..,__ .IOI MO.~o.c&.1'Cli._-__ ~SllN.rr._-__ ·-DOCUICNl'•IWl.&M.to !lOlllM""""°"Of'l 6D""°REVIEW 511/201 8 IMICllMAlm!OlltnOI' tl\IUlllOll'l'l,lll(l,t .C.\11- IT•toerrTOlf WD- C:OMJ1'1U,IC,.,,._IJ:)-.Olfl l'C~""11.'°""9. G-4 Page 478 of 642ROYDER ROAD PHASE II REHABILITATION Exhibit D CITY OF COLLEGE ST A TION CITY PROJECT NO. ST1708 2/4/2020 Item No. Quantity Unit Item Description Unit Price Total WSUD Scope-Work to be performed by COCS at WSUD Expense (Ellgible for Relmbursment) 4" PVC Waler Line: AWWA C-900, DR14 PVC with Bank Sand Bedding 1 59 LF & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by $ 25.00 $ 1,475 Open Cut 4" PVC Water Line in 10" Casing: 10" x 3/8" Steel Casing with 4" 2 0 LF Restrained Joint PVC Water Line with SS Casing Spacers & End Seals, $ 105.00 $ -Cement Stabilized Sand Backfill, Tracer Wire, Detector Tape, by Open Cut 8" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand Bedding 3 194 LF & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by $ 32.00 $ 6,208 Open Cut 4 140 LF 8" PVC Water Line by Bore: 8" Restrained Joint PVC Waler Line with $ 120.00 $ 16,800 Tracer Wire, by Bore 12" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand 5 105 LF Bedding & Haunching, Non-Structural Backfill, Tracer Wire, Detector $ 40.00 $ 4,200 Tape, by Open Cut 12" PVC Water Line in 20" Casing: 20" x 3/8" Steel Casing with 12" 6 0 LF Restrained Joint PVC Waler Line with SS Casing Spacers & End Seals, $ 200.00 $ . Cement Stabilized Sand Backfill, Tracer Wire, Detector Tape, by Open Cut 12" PVC Water Line in 20" Casing by Bore: 20" x 3/8" Steel Casing with 7 70 LF 12" Restrained Joint PVC Water Line with SS Casing Spacers & End $ 375.00 $ 26,250 Seals, Tracer Wire, by Bore per TxDOT requirements 8 1 EA 12" Gate Valve and Valve Box $ 2,500.00 $ 2,500 9 5 EA 8" Gate Valve and Valve Box $ 2,000.00 $ 10,000 10 2 EA 4" Gale Valve and Valve Box $ 1,000.00 $ 2,000 11 0 EA 12" DI MJ Plug $ 250.00 $ -12 0 EA 12" DI MJ Tee $ 750.00 $ -13 0 EA 12"x8" DI MJ Tee $ 750.00 $ -14 1 EA 12"x8" DI MJ Reducer $ 750.00 $ 750 15 1 EA 12" DI MJ 11.25° Bend $ 650.00 $ 650 16 1 EA 12" DI MJ 22.5° Bend $ 650.00 $ 650 17 2 EA 12" DI MJ 45° Bend $ 650.00 $ 1,300 18 1 EA 12" DI MJ 90° Bend $ 650.00 $ 650 19 3 EA 8" DI MJ 45° Bend $ 500.00 $ 1,500 Page 479 of 642ROYDER ROAD PHASE II REHABILITATION Exhibit B CITY OF COLLEGE STATION CITY PROJECT NO. ST1708 2/4/2020 Item No. Quantity Unit Item Description Unit Price Total 20 2 EA 6"x4" DI MJ Tee $ 550.00 $ 1,100 21 1 EA 6"x4" DI MJ Reducer $ 550.00 $ 550 22 0 EA 4" DI MJ 45' Bend $ 250.00 $ -23 2 EA 4" DI MJ 90' Bend $ 250.00 $ 500 24 0 EA 12" Wet Connection $ 2,500.00 $ -25 2 EA 6" Wet Connection $ 2,000.00 $ 4,000 26 2 EA 4" Wet Connection $ 1,500.00 $ 3,000 27 356 LF Trench Safety System for Water Line Improvements $ 1.00 $ 356 28 1 LS 12" Wet Connection including Cutting and Remove Existing Casing on $ 10,000.00 $ 10,000 Existing 12" Waterline as Needed to Connect Proposed 12" Line 29 1 LS Relocate 2 Existing Meters, Provide 2 New Meter Boxes and Service $ 500.00 $ 500 Lines Per WSUD Requirements Cement Stabilized Sand Backfill and 6" Flex Base compacted to 95% 30 16 LF Modified Proctor per Gravel Pavement Repair Detail ST4-00 Within 5' of $ 100.00 $ 1,600 Existing Paving as Required for Boring Operation on FM 2154 31 0 LF Grout Fill Existing 4" Water Line and Abandon in Place $ 1.50 $ -32 325 LF Grout Fill Existing 8" Water Line and Abandon in Place $ 2.00 $ 650 33 0 LF Grout Fill Existing 12" Water Line and Abandon in Place $ 4.00 $ -34 1,010 LF Remove Existing 4" Water Line $ 1.50 $ 1,515 35 42 LF Remove Existing 12" Water Line $ 4.00 $ 166 Subtotal -WSUD Water Line Items $ 98,874 COCS Scope 4" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand Bedding 1 687 LF & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by $ 25.00 $ 17,175 Open Cut 4" PVC Water Line in 10" Casing: 10" x 3/8" Steel Casing with 4" 2 156 LF Restrained Joint PVC Water Line with SS Casing Spacers & End Seals, $ 105.00 $ 16,590 Cement Stabilized Sand Backfill, Tracer Wire, Detector Tape, by Open Cut 8" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand Bedding 3 20 LF & Haunching, Non-Structural Backfill, Tracer Wire, Detector Tape, by $ 32.00 $ 640 Open Cut 4 0 LF 8" PVC Water Line by Bore: 8" Restrained Joint PVC Water Line with $ 120.00 $ Tracer Wire, by Bore -12" PVC Water Line: AWWA C-900, DR14 PVC with Bank Sand 5 60 LF Bedding & Haunching, Non-Structural Backfill, Tracer Wire, Detector $ 40.00 $ 2,400 Tape, by Open Cut 2 Page 480 of 642ROYDER ROAD PHASE II REHABILITATION Exhibit B CITY OF COLLEGE STATION CITY PROJECT NO. ST1708 2/4/2020 Item No. Quantity Unit Item Description Unit Price Total 12" PVC Water Line in 20" Casing: 20" x 3/8" Steel Casing with 12" 6 100 LF Restrained Joint PVC Water Line with SS Casing Spacers & End Seals, $ 200.00 $ 20,000 Cement Stabilized Sand Backfill, Tracer Wire, Detector Tape, by Open Cut :! 2" PVC Water Line in 20" Casing by Bore: 20" x 3/8" Steel Casing with 7 0 LF 12" Restrained Joint PVC Water Line with SS Casing Spacers & End $ 375.00 $ -Seals, Tracer Wire, by Bore per TxDOT requirements 8 3 EA 12" Gate Valve and Valve Box $ 2,500.00 $ 7,500 9 1 EA 8" Gate Valve and Valve Box $ 2,000.00 $ 2,000 10 2 EA 4" Gate Valve and Valve Box $ 1,000.00 $ 2,000 11 1 EA 12" DI MJ Plug $ 250.00 $ 250 12 2 EA 12" DI MJ Tee $ 750.00 $ 1,500 13 1 EA 12"x8" DI MJ Tee $ 750.00 $ 750 14 0 EA 12"x8" DI MJ Reducer $ 750.00 $ -15 0 EA 12" DI MJ 11.25° Bend $ 650.00 $ -15 0 EA 12" DI MJ 22.5° Bend $ 650.00 $ -16 2 EA 12" DI MJ 45Q Bend $ 650.00 $ 1,300 17 0 EA 12" DI MJ 90" Bend $ 650.00 $ -18 0 EA 8" DI MJ 45° Bend $ 500.00 $ -19 0 EA B"x4" DI MJ Tee $ 550.00 $ -20 0 EA B"x4" DI MJ Reducer $ 550.00 $ -21 3 EA 4" DI MJ 45° Bend $ 250.00 $ 750 22 1 EA 4" DI MJ 90° Bend $ 250.00 $ 250 23 1 EA 12" Wet Connection $ 2,500.00 $ 2,500 24 1 EA 8" Wet Connection $ 2,000.00 $ 2,000 25 2 EA 4" Wet Connection $ 1,500.00 $ 3,000 26 1,025 LF Trench Safety System for Water Line Improvements $ 1.00 $ 1,025 27 0 LS 12" Wet Connection including Cutting and Remove Existing Casing on $ 10,000.00 $ -Existing 12"Waterline as Needed to Connect Proposed 12" Line 3 Page 481 of 642ROYDER ROAD PHASE II REHABILITATION Exhibit B CITY OF COLLEGE STATION CITY PROJECT NO. ST1708 2/4/2020 Item No. Quantity Unit Item Description Unit Price Total 28 0 LS Relocate 2 Existing Meters, Provide 2 New Meter Boxes and Service $ 500,00 $ -Lines Per WSUD Requirements Cement Stabilized Sand Backfill and 6" Flex Base compacted to 95%) 29 0 LF Modified Proctor per Gravel Pavement Repair Detail ST4-00 Within 5' of $ 100.00 $ -Existing Paving as Required for Boring Operation on FM 2154 30 752 LF Grout Fill Existing 4" Water Line and Abandon in Place $ 1.50 $ 1,128 31 140 LF Grout Fill Existing 811 Water Line and Abandon in Place $ 2.00 $ 280 32 162 LF Grout Fill Existing 12" Water Line and Abandon in Place $ 4.00 $ 648 33 0 LF Remove Existing 4" Water Line $ 1.50 $ -34 0 LF Remove Existing 12" Water Line $ 4.00 $ -Subtotal -COCS Water Line Items $ 83,686 Total Waterline Relocation Cost $ 182,560 4 Green s Pr airi e R d Royde r RdRoyder RdRoyder RdRoyder RdGreens Prairie RdGreens Prairie RdMeadow PassCreek Meadow S Blvd Wo o d B r o o k L n Creek Mead o w N B l v d Creek M e a d o w N Bl v d Ledg e st o n e Trl White Oak M e a d o w C t Sh a d y B r o o k L n Shady Brook PassCripple Creek C t Shallo w Cr e e k L o o p Clear Meadow Creek Ave Stevens Creek Ct Tim b e r C r e e k L n Turkey Mea d o w C t Pa w n e e C r e e k C t Big Sandy Dr Greens Prairie RdWellborn RdRoyder RdRoyder RdWellborn RdShallo w Cr e e k CtLowry Meadow LnP1-735P1-73 5 Cedar C r e e k C tKoppe Bridge RdArcGIS Web Map Esri, HERE, Garmin, (c) OpenStreetMap contributors, and the GIS user City Limits Background Blocker Texas A&M Property Easterwood Airport Parks Streets Local Street Arterial or Collector Freeway Schools 4/23/2020, 10:32:47 AM 0 0.1 0.20.05 mi 0 0.2 0.40.1 km 1:9,028 Web AppBuilder for ArcGIS Esri, HERE, NPS | City of College Station, IT Department, GIS Office | City of College Station Planning and Development Services 1101 Texas Ave College Station, TX 77842 (979)764-3570 | Maintained by the City of College Station Texas | Esri, HERE, NPS |Page 482 of 642 May 14, 2020 Item No. 4.9. FM 2347 & Dexter Drive AFA Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding a resolution approving an advance funding agreement (AFA) in the amount of $28,469 between the City of College Station and the State of Texas, acting through the Texas Department of Transportation (TXDOT) for the city's contribution for certain signal improvements for the intersection of FM 2347 and Dexter Drive. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Improving Mobility Recommendation(s): Staff recommends approval of this resolution. Summary: TXDOT is constructing signal improvements at the intersection of FM 2347 (George Bush Drive) and Dexter Drive. The City of College Station will be responsible for pole finishings and equipment that are not normally part of the state requirements for signal poles, in order to assure compliance with City requirements of signal poles on the City’s system. Budget & Financial Summary: Budget in the amount of $50,000 is included in the Streets Capital Improvement Projects Fund. Nothing has been expended or committed to date, leaving a balance of $50,000 for this AFA and future project expenses. Reviewed & Approved by Legal: No Attachments: 1.v2 Ready for Partial Execution 3138-01-030 (FM 2347) AFA VolTIP 2.Project Map 3.Resolution FM 2347 Signal Improvements Page 483 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 1 of 6 AFA VolTIP Revised 10/13/2017 STATE OF TEXAS § COUNTY OF TRAVIS § ADVANCE FUNDING AGREEMENT FOR VOLUNTARY LOCAL GOVERNMENT CONTRIBUTIONS TO TRANSPORTATION IMPROVEMENT PROJECTS WITH NO REQUIRED MATCH ON-SYSTEM THIS AGREEMENT is made by and between the State of Texas, acting by and through the Texas Department of Transportation called the “State”, and the City of College Station, acting by and through its duly authorized officials, called the “Local Government”. The State and Local Government shall be collectively referred to as “the parties” hereinafter. WITNESSETH WHEREAS, federal law establishes federally funded programs for transportation improvements to implement its public purposes, and WHEREAS, Transportation Code, Chapters 201 and 221, authorize the State to lay out, construct, maintain, and operate a system of streets, roads, and highways that comprise the State Highway System; and WHEREAS, Government Code, Chapter 791, and Transportation Code, §201.209 and Chapter 221, authorize the State to contract with municipalities and political subdivisions; and WHEREAS, the Texas Transportation Commission passed Minute Order Number 115291 authorizing the State to undertake and complete a highway improvement generally described as traffic signal improvements on FM 2347 at the intersection of Dexter Drive; and WHEREAS, the Local Government has requested that the State allow the Local Government to participate in said improvement by funding that portion of the improvement described as aesthetic and operational enhancements at the intersection of FM 2347 and Dexter Drive (Project); and WHEREAS, the State has determined that such participation is in the best interest of the citizens of the state; NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties, to be by them respectively kept and performed as set forth in this Agreement, it is agreed as follows: Page 484 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 2 of 6 AFA VolTIP Revised 10/13/2017 AGREEMENT 1. Period of the Agreement This Agreement becomes effective when signed by the last party whose signing makes the Agreement fully executed. This Agreement shall remain in full force and effect until the Project has been completed and accepted by all parties or unless terminated as provided below. 2. Project Funding and Work Responsibilities A. The State will authorize the performance of only those Project items of work which the Local Government has requested and has agreed to pay for as described in Attachment A, Payment Provision and Work Responsibilities (Attachment A) which is attached to and made a part of this contract. In addition to identifying those items of work paid for by payments to the State, Attachment A also specifies those Project items of work that are the responsibility of the Local Government and will be carried out and completed by the Local Government, at no cost to the State. B. At least sixty (60) days prior to the date set for receipt of the construction bids, the Local Government shall remit its financial share for the State’s estimated construction oversight and construction costs. C. In the event that the State determines that additional funding by the Local Government is required at any time during the Project, the State will notify the Local Government in writing. The Local Government shall make payment to the State within thirty (30) days from receipt of the State’s written notification. D. Whenever funds are paid by the Local Government to the State under this Agreement, the Local Government shall remit a check or warrant made payable to the “Texas Department of Transportation” or may use the State’s Automated Clearing House (ACH) system for electronic transfer of funds in accordance with instructions provided by TxDOT’s Finance Division. The funds shall be deposited and managed by the State and may only be applied by the State to the Project. 3. Right of Access If the Local Government is the owner of any part of the Project site, the Local Government shall permit the State or its authorized representative access to the site to perform any activities required to execute the work. 4. Adjustments Outside the Project Site The Local Government will provide for all necessary right of way and utility adjustments needed for performance of the work on sites not owned or to be acquired by the State. 5. Responsibilities of the Parties The State and the Local Government agree that neither party is an agent, servant, or employee of the other party and each party agrees it is responsible for its individual acts and deeds as well as the acts and deeds of its contractors, employees, representatives, and agents. Page 485 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 3 of 6 AFA VolTIP Revised 10/13/2017 6. Document and Information Exchange The Local Government agrees to electronically deliver to the State all general notes, specifications, contract provision requirements and related documentation in a Microsoft® Word or similar document. If requested by the State, the Local Government will use the State's document template. The Local Government shall also provide a detailed construction time estimate including types of activities and month in the format required by the State. This requirement applies whether the local government creates the documents with its own forces or by hiring a consultant or professional provider. At the request of the State, the Local Government shall submit any information required by the State in the format directed by the State. 7. Interest The State will not pay interest on funds provided by the Local Government. Funds provided by the Local Government will be deposited into, and retained in, the State Treasury. 8. Inspection and Conduct of Work Unless otherwise specifically stated in Attachment A, the State will supervise and inspect all work performed hereunder and provide such engineering inspection and testing services as may be required to ensure that the Project is accomplished in accordance with the approved plans and specifications. All correspondence and instructions to the contractor performing the work will be the sole responsibility of the State. Unless otherwise specifically stated in Attachment A to this contract, all work will be performed in accordance with the Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges adopted by the State and incorporated in this agreement by reference, or special specifications approved by the State. 9. Increased Costs If any existing or future local ordinances, commissioners court orders, rules, policies, or other directives, including but not limited to outdoor advertising billboards and storm water drainage facility requirements, are more restrictive than State or Federal Regulations, or if any other locally proposed changes, including but not limited to plats or replats, result in increased cost to the department for a highway improvement project, then any increased costs associated with the ordinances or changes will be paid by the Local Government. The cost of providing right of way acquired by the State shall mean the total expenses in acquiring the property interests either through negotiations or eminent domain proceedings, including but not limited to expenses related to relocation, removal, and adjustment of eligible utilities. 10. Insurance If this Agreement authorizes the Local Government or its contractor to perform any work on State right of way, before beginning work the entity performing the work shall provide the State with a fully executed copy of the State's Form 1560 Certificate of Insurance verifying the existence of coverage in the amounts and types specified on the Certificate Page 486 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 4 of 6 AFA VolTIP Revised 10/13/2017 of Insurance for all persons and entities working on State right of way. This coverage shall be maintained until all work on the State right of way is complete. If coverage is not maintained, all work on State right of way shall cease immediately, and the State may recover damages and all costs of completing the work. 11. Project Maintenance The Local Government shall be responsible for maintenance of locally owned roads and locally owned facilities after completion of the work. The State shall be responsible for maintenance of the State highway system after completion of the work if the work was on the State highway system, unless otherwise provided for in Attachment A or existing maintenance agreements with the Local Government. 12. Termination A. This agreement may be terminated in the following manner: 1. By mutual written agreement and consent of both parties; 2. By either party upon the failure of the other party to fulfill the obligations set forth in this agreement; or 3. By the State if it determines that the performance of the Project is not in the best interest of the State. B. If the agreement is terminated in accordance with the above provisions, the Local Government will be responsible for the payment of Project costs incurred by the State on behalf of the Local Government up to the time of termination. C. Upon completion of the Project, the State will perform an audit of the Project costs. Any funds due to the Local Government, the State, or the Federal Government will be promptly paid by the owing party. 13. Notices All notices to either party by the other required under this agreement shall be delivered personally or sent by certified or U.S. mail, postage prepaid or sent by electronic mail, (electronic notice being permitted to the extent permitted by law but only after a separate written consent of the parties), addressed to such party at the following addresses: Local Government: City of College Station ATTN: Public Works Director P.O. Box 9960 College Station, TX 77842 State: Texas Department of Transportation ATTN: Director of Contract Services 125 E. 11th Street Austin, TX 78701 All notices shall be deemed given on the date so delivered or so deposited in the mail, unless otherwise provided in this agreement. Either party may change the above address by sending written notice of the change to the other party. Either party may request in writing that such notices shall be delivered personally or by certified U.S. mail and such request shall be honored and carried out by the other party. Page 487 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 5 of 6 AFA VolTIP Revised 10/13/2017 14. Sole Agreement In the event the terms of the agreement are in conflict with the provisions of any other existing agreements between the Local Government and the State, the latest agreement shall take precedence over the other agreements in matters related to the Project. 15. Successors and Assigns The State and the Local Government each binds itself, its successors, executors, assigns, and administrators to the other party to this agreement and to the successors, executors, assigns, and administrators of such other party in respect to all covenants of this agreement. 16. Amendments By mutual written consent of the parties, this agreement may be amended in writing prior to its expiration. 17. State Auditor Pursuant to Texas Government Code § 2262.154, the state auditor may conduct an audit or investigation of any entity receiving funds from the state directly under the contract or indirectly through a subcontract under the contract. Acceptance of funds directly under the contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the state auditor, under the direction of the legislative audit committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. 18. Signatory Warranty Each signatory warrants that the signatory has necessary authority to execute this Agreement on behalf of the entity represented. Page 488 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 6 of 6 AFA VolTIP Revised 10/13/2017 THIS AGREEMENT IS EXECUTED by the State and the Local Government. THE STATE OF TEXAS THE LOCAL GOVERNMENT Signature Signature Lance Simmons Typed or Printed Name Typed or Printed Name Bryan District Engineer Typed or Printed Title Typed or Printed Title Date Date Page 489 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 1 of 1 AFA VolTIP Attachment A ATTACHMENT A PAYMENT PROVISION AND WORK RESPONSIBILITIES At the request of the Local Government the State will provide additional powder coating to signal poles/mast arms, luminaires, and pedestrian poles as well as install priority control system and additional CCTV camera unit. The Project aesthetic and operational enhancements are beyond the standard finish provided by the State for these elements. The Local Government is responsible for 100% of all costs and overruns for the Project. Item  Number Description Quantity Unit  Price  Local Participation  % Cost  1 Additional Cost for Powder Coating (Signal Poles/  Mast Arms) 4  $1,500   100% $6,000  2 Additional Cost for Powder Coating  (Luminaires/Pedestrian Poles) 10  $75   100% $750  3 Additional Cost for Priority Control System  (Preemption) 1  $9,560   100% $9,560  4 Additional Cost for CCTV Camera Unit (Pan, Tilt,  and Zoom Capability) 1  $6,500   100% $6,500  5  Additional Cost for Ethernet Switch 1  $1,800   100% $1,800    Direct State Construction Costs ‐ (Items 1 ‐ 5)     $24,610    Direct State Costs ‐ Construction Engineering and  Contingencies (15%) N/A N/A  100% $3,692     Indirect State Costs (4.52%) N/A N/A  100% $167    TOTAL       $28,469   Initial payment by the Local Government to the State: $0 Payment by the Local Government to the State before construction: $28,469 Total payment by the Local Government to the State: $28,469 MAINTENANCE Page 490 of 642 CSJ # 3138-01-030 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements at the Intersection of FM 2347 and Dexter Drive Page 1 of 1 AFA VolTIP Attachment A The State and the Local Government shall be responsible for the maintenance of the State Highway System after completion of the Project in accordance with the Municipal Maintenance Agreement in effect at the time the maintenance is required. Page 491 of 642 Page 492 of 642 a67c222aed.docx RESOLUTION NO. ____________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, APPROVING AN ADVANCE FUNDING AGREEMENT WITH THE STATE OF TEXAS ACTING THROUGH THE TEXAS DEPARTMENT OF TRANSPORTATION (“TXDOT”) AUTHORIZING THE PARTIPATION IN THE COST OF CERTAIN ROADWAY IMPROVEMENTS INCLUDING AESTETIC AND OPERATIONAL ENHANCEMENTS TO CONSTRUCTION OF TRAFFIC SIGNAL IMPROVEMENTS AT THE INTERSECTION OF FM 2347 AND DEXTER DRIVE WHEREAS, FM 2347 is owned and maintained by the Texas Department of Transportation; and WHEREAS, TXDOT has deemed it necessary to make certain highway improvements on FM 2347 at the intersection of Dexter Drive (the “Project”); and WHEREAS, any construction or improvements on Texas Department of Transportation right of way must be approved through the Texas Department of Transportation permitting process; and WHEREAS, the City of College Station desires to participate in the Project by funding portions of the Project including traffic signals with aesthetic and operational enhancements; and which include installation of traffic signals as part of the project; and by entering into this Advance Funding Agreement for Voluntary Local Government Contributions to Transportation Improvement Projects with No Required Match On-System. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1:That the City Council hereby approves the agreement with TXDOT to contribute an amount not to exceed $28,469 for the costs associated with aesthetic and operational enhancements to construction of traffic signal improvements. PART 2:That the City Council herby authorizes the City Manager to execute the agreement. PART 3:That this resolution shall take effect immediately from and after its passage. ADOPTED this day of , A.D. 2020. ATTEST:APPROVED: _______________________________________________________________ City Secretary MAYOR APPROVED: _______________________________ City Attorney Page 493 of 642 May 14, 2020 Item No. 4.10. FM 2818 Signal Improvements AFA Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding a resolution approving an advance funding agreement (AFA) in the amount of $287,599 between the City of College Station and the State of Texas, acting through the Texas Department of Transportation (TXDOT) for the city's contribution for certain signal improvements for the FM 2818 widening project. Relationship to Strategic Goals: 1. Core Services and Infrastructure 2. Improving Mobility Recommendation(s): Staff recommends approval of this resolution. Summary: The City of College Station in conjunction with TXDOT is designing and constructing a widening of FM 2818 within the general limits of FM 2154 (Wellborn Rd) to FM 60 (University Dr/Raymond Stotzer Pkwy). As part of this project, several signals will be installed along the corridor. The City will be responsible for pole finishings and equipment that are not normally part of the state requirements for signal pole, in order to assure compliance with City requirements of signal poles on the City’s system. Budget & Financial Summary: Budget in the amount of $1,697,000 is included in the Streets Capital Improvement Projects Fund. A total of $930,806 has been expended or committed to date, leaving a balance of $766,194 for this AFA and future project expenses. Reviewed & Approved by Legal: No Attachments: 1.Resolution FM 2818 Signal Improvements 2.v2 Ready for Partial Execution 2399-01-074 (FM 2818) AFA VolTIP Page 494 of 642 e783e38e9f.docx RESOLUTION NO. ____________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, APPROVING AN ADVANCE FUNDING AGREEMENT WITH THE STATE OF TEXAS ACTING THROUGH THE TEXAS DEPARTMENT OF TRANSPORTATION (“TXDOT”) AUTHORIZING THE PARTIPATION IN THE COST OF CERTAIN ROADWAY IMPROVEMENTS INCLUDING AESTETIC AND OPERATIONAL ENHANCEMENTS TO CONSTRUCTION OF TRAFFIC SIGNAL IMPROVEMENTS INCLUDED IN THE FM 2818 WIDENING PROJECT WHEREAS, FM 2818 is owned and maintained by the Texas Department of Transportation; and WHEREAS, TXDOT has deemed it necessary to make certain highway improvements on FM 2818 from 0.5 miles north of FM 60 to FM 2154 (the “Project”); and WHEREAS, any construction or improvements on Texas Department of Transportation right of way must be approved through the Texas Department of Transportation permitting process; and WHEREAS, the City of College Station desires to participate in the Project by funding portions of the Project including traffic signals with aesthetic and operational enhancements; and which include installation of traffic signals as part of the project; and by entering into this Advance Funding Agreement for Voluntary Local Government Contributions to Transportation Improvement Projects with No Required Match On-System. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1:That the City Council hereby approves the agreement with TXDOT to contribute an amount not to exceed $287,599 for the costs associated with aesthetic and operational enhancements to construction of traffic signal improvements. PART 2:That the City Council herby authorizes the City Manager to execute the agreement. PART 3:That this resolution shall take effect immediately from and after its passage. ADOPTED this day of , A.D. 2020. ATTEST:APPROVED: _______________________________________________________________ City Secretary MAYOR APPROVED: _______________________________ City Attorney Page 495 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 1 of 6 AFA VolTIP Revised 10/13/2017 STATE OF TEXAS § COUNTY OF TRAVIS § ADVANCE FUNDING AGREEMENT FOR VOLUNTARY LOCAL GOVERNMENT CONTRIBUTIONS TO TRANSPORTATION IMPROVEMENT PROJECTS WITH NO REQUIRED MATCH ON-SYSTEM THIS AGREEMENT is made by and between the State of Texas, acting by and through the Texas Department of Transportation called the “State”, and the City of College Station, acting by and through its duly authorized officials, called the “Local Government”. The State and Local Government shall be collectively referred to as “the parties” hereinafter. WITNESSETH WHEREAS, federal law establishes federally funded programs for transportation improvements to implement its public purposes, and WHEREAS, Transportation Code, Chapters 201 and 221, authorize the State to lay out, construct, maintain, and operate a system of streets, roads, and highways that comprise the State Highway System; and WHEREAS, Government Code, Chapter 791, and Transportation Code, §201.209 and Chapter 221, authorize the State to contract with municipalities and political subdivisions; and WHEREAS, the Texas Transportation Commission passed Minute Order Number 115550 authorizing the State to undertake and complete a highway improvement generally described as FM 2818 Widening; and WHEREAS, the Local Government has requested that the State allow the Local Government to participate in said improvement by funding that portion of the improvement described as aesthetic and operational enhancements included in the FM 2818 Widening (Project); and WHEREAS, the State has determined that such participation is in the best interest of the citizens of the state; NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties, to be by them respectively kept and performed as set forth in this Agreement, it is agreed as follows: Page 496 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 2 of 6 AFA VolTIP Revised 10/13/2017 AGREEMENT 1. Period of the Agreement This Agreement becomes effective when signed by the last party whose signing makes the Agreement fully executed. This Agreement shall remain in full force and effect until the Project has been completed and accepted by all parties or unless terminated as provided below. 2. Project Funding and Work Responsibilities A. The State will authorize the performance of only those Project items of work which the Local Government has requested and has agreed to pay for as described in Attachment A, Payment Provision and Work Responsibilities (Attachment A) which is attached to and made a part of this contract. In addition to identifying those items of work paid for by payments to the State, Attachment A also specifies those Project items of work that are the responsibility of the Local Government and will be carried out and completed by the Local Government, at no cost to the State. B. At least sixty (60) days prior to the date set for receipt of the construction bids, the Local Government shall remit its financial share for the State’s estimated construction oversight and construction costs. C. In the event that the State determines that additional funding by the Local Government is required at any time during the Project, the State will notify the Local Government in writing. The Local Government shall make payment to the State within thirty (30) days from receipt of the State’s written notification. D. Whenever funds are paid by the Local Government to the State under this Agreement, the Local Government shall remit a check or warrant made payable to the “Texas Department of Transportation” or may use the State’s Automated Clearing House (ACH) system for electronic transfer of funds in accordance with instructions provided by TxDOT’s Finance Division. The funds shall be deposited and managed by the State and may only be applied by the State to the Project. 3. Right of Access If the Local Government is the owner of any part of the Project site, the Local Government shall permit the State or its authorized representative access to the site to perform any activities required to execute the work. 4. Adjustments Outside the Project Site The Local Government will provide for all necessary right of way and utility adjustments needed for performance of the work on sites not owned or to be acquired by the State. 5. Responsibilities of the Parties The State and the Local Government agree that neither party is an agent, servant, or employee of the other party and each party agrees it is responsible for its individual acts and deeds as well as the acts and deeds of its contractors, employees, representatives, and agents. Page 497 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 3 of 6 AFA VolTIP Revised 10/13/2017 6. Document and Information Exchange The Local Government agrees to electronically deliver to the State all general notes, specifications, contract provision requirements and related documentation in a Microsoft® Word or similar document. If requested by the State, the Local Government will use the State's document template. The Local Government shall also provide a detailed construction time estimate including types of activities and month in the format required by the State. This requirement applies whether the local government creates the documents with its own forces or by hiring a consultant or professional provider. At the request of the State, the Local Government shall submit any information required by the State in the format directed by the State. 7. Interest The State will not pay interest on funds provided by the Local Government. Funds provided by the Local Government will be deposited into, and retained in, the State Treasury. 8. Inspection and Conduct of Work Unless otherwise specifically stated in Attachment A, the State will supervise and inspect all work performed hereunder and provide such engineering inspection and testing services as may be required to ensure that the Project is accomplished in accordance with the approved plans and specifications. All correspondence and instructions to the contractor performing the work will be the sole responsibility of the State. Unless otherwise specifically stated in Attachment A to this contract, all work will be performed in accordance with the Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges adopted by the State and incorporated in this agreement by reference, or special specifications approved by the State. 9. Increased Costs If any existing or future local ordinances, commissioners court orders, rules, policies, or other directives, including but not limited to outdoor advertising billboards and storm water drainage facility requirements, are more restrictive than State or Federal Regulations, or if any other locally proposed changes, including but not limited to plats or replats, result in increased cost to the department for a highway improvement project, then any increased costs associated with the ordinances or changes will be paid by the Local Government. The cost of providing right of way acquired by the State shall mean the total expenses in acquiring the property interests either through negotiations or eminent domain proceedings, including but not limited to expenses related to relocation, removal, and adjustment of eligible utilities. 10. Insurance If this Agreement authorizes the Local Government or its contractor to perform any work on State right of way, before beginning work the entity performing the work shall provide the State with a fully executed copy of the State's Form 1560 Certificate of Insurance verifying the existence of coverage in the amounts and types specified on the Certificate Page 498 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 4 of 6 AFA VolTIP Revised 10/13/2017 of Insurance for all persons and entities working on State right of way. This coverage shall be maintained until all work on the State right of way is complete. If coverage is not maintained, all work on State right of way shall cease immediately, and the State may recover damages and all costs of completing the work. 11. Project Maintenance The Local Government shall be responsible for maintenance of locally owned roads and locally owned facilities after completion of the work. The State shall be responsible for maintenance of the State highway system after completion of the work if the work was on the State highway system, unless otherwise provided for in Attachment A or existing maintenance agreements with the Local Government. 12. Termination A. This agreement may be terminated in the following manner: 1. By mutual written agreement and consent of both parties; 2. By either party upon the failure of the other party to fulfill the obligations set forth in this agreement; or 3. By the State if it determines that the performance of the Project is not in the best interest of the State. B. If the agreement is terminated in accordance with the above provisions, the Local Government will be responsible for the payment of Project costs incurred by the State on behalf of the Local Government up to the time of termination. C. Upon completion of the Project, the State will perform an audit of the Project costs. Any funds due to the Local Government, the State, or the Federal Government will be promptly paid by the owing party. 13. Notices All notices to either party by the other required under this agreement shall be delivered personally or sent by certified or U.S. mail, postage prepaid or sent by electronic mail, (electronic notice being permitted to the extent permitted by law but only after a separate written consent of the parties), addressed to such party at the following addresses: Local Government: City of College Station ATTN: Public Works Director P.O. Box 9960 College Station, TX 77842 State: Texas Department of Transportation ATTN: Director of Contract Services 125 E. 11th Street Austin, TX 78701 All notices shall be deemed given on the date so delivered or so deposited in the mail, unless otherwise provided in this agreement. Either party may change the above address by sending written notice of the change to the other party. Either party may request in writing that such notices shall be delivered personally or by certified U.S. mail and such request shall be honored and carried out by the other party. Page 499 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 5 of 6 AFA VolTIP Revised 10/13/2017 14. Sole Agreement In the event the terms of the agreement are in conflict with the provisions of any other existing agreements between the Local Government and the State, the latest agreement shall take precedence over the other agreements in matters related to the Project. 15. Successors and Assigns The State and the Local Government each binds itself, its successors, executors, assigns, and administrators to the other party to this agreement and to the successors, executors, assigns, and administrators of such other party in respect to all covenants of this agreement. 16. Amendments By mutual written consent of the parties, this agreement may be amended in writing prior to its expiration. 17. State Auditor Pursuant to Texas Government Code § 2262.154, the state auditor may conduct an audit or investigation of any entity receiving funds from the state directly under the contract or indirectly through a subcontract under the contract. Acceptance of funds directly under the contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the state auditor, under the direction of the legislative audit committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. 18. Signatory Warranty Each signatory warrants that the signatory has necessary authority to execute this Agreement on behalf of the entity represented. Page 500 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 6 of 6 AFA VolTIP Revised 10/13/2017 THIS AGREEMENT IS EXECUTED by the State and the Local Government. THE STATE OF TEXAS THE LOCAL GOVERNMENT Signature Signature Lance Simmons Typed or Printed Name Typed or Printed Name Bryan District Engineer Typed or Printed Title Typed or Printed Title Date Date Page 501 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 1 of 1 AFA VolTIP Attachment A ATTACHMENT A PAYMENT PROVISION AND WORK RESPONSIBILITIES At the request of the Local Government the State will provide additional powder coating to signal poles/mast arms, luminaires, pedestrian poles, and roadway illumination poles as well as install priority control systems and additional CCTV camera units. The Project aesthetic and operational enhancements are beyond the standard finish provided by the State for these elements. The Local Government is responsible for 100% of all costs and overruns for the Project. Item  Number Description Quantity Unit  Price  Local Participation  % Cost  1 Additional Cost for Powder Coating (Signal Poles/  Mast Arms) 37  $1,500   100% $55,500  2 Additional Cost for Powder Coating  (Luminaires/Pedestrian Poles) 20  $75   100% $1,500  3 Additional Cost for Powder Coating (Roadway  Illumination Poles) 78  $750   100% $58,500  4 Additional Cost for Priority Control System  (Preemption) 6  $13,887   100% $83,320  5 Additional Cost for CCTV Camera Unit (Pan, Tilt,  and Zoom Capability) 6  $6,500   100% $39,000  6  Additional Cost for Ethernet Switch 6  $1,800   200% $10,800    Direct State Construction Costs ‐ (Items 1 ‐ 6)     $248,620    Direct State Costs ‐ Construction Engineering and  Contingencies (15%) N/A N/A  100% $37,293     Indirect State Costs (4.52%) N/A N/A  100% $1,686    TOTAL       $287,599  Initial payment by the Local Government to the State: $0 Page 502 of 642 CSJ # 2399-01-074 District # 17 –BRY Code Chart 64 # 09050 –City of College Station Project Name Aesthetic and Operational Enhancements included in the FM 2818 Widening Page 1 of 1 AFA VolTIP Attachment A Payment by the Local Government to the State before construction: $287,599 Total payment by the Local Government to the State: $287,599 MAINTENANCE The State and the Local Government shall be responsible for the maintenance of the State Highway System after completion of the Project in accordance with the Municipal Maintenance Agreement in effect at the time the maintenance is required. Page 503 of 642 May 14, 2020 Item No. 4.11. Lick Creek Trunkline Change Order No. 2 Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding approval of Change Order No. 2 in the amount of $273,243.41 for the Lick Creek Trunk Line construction contract with Thalle Construction Company, Inc. Relationship to Strategic Goals: 1. Core Services and Infrastructure Recommendation(s): Staff recommends approval of this change order. Summary: This change order adds work to the contract with Thalle Construction Company, Inc. This work includes installation of an all-weather access road around the Lick Creek WWTP. This allows the contractor access to the project site without sending construction traffic through the plant while the plant expansion project is under construction. This change order also includes work to extend one of the bores through the park to avoid a conflict with existing storm sewer which was unforeseen. Work is also included to add 47-linear feet of bore underneath gas pipelines and to provide a crossing to bring equipment and materials across the pipelines. During design, the pipeline company approved open cutting across their lines, however, once construction started, they decided they would rather the contractor bore underneath their lines. This change order also adds work for the contractor to haul spoils off of the golf course. Originally the golf course wanted to keep the spoils and the contractor was to haul to a spot on the golf course. Before construction started the golf course decided they did not want any of the spoils from the course. Budget & Financial Summary: Budget in the amount of $13,980,698 is included for this project in the Wastewater Capital Improvement Projects Fund. A total of $13,227,664 has been expended or committed to date, leaving a balance of $753,034 for this change order and remaining expenditures. Reviewed & Approved by Legal: No Attachments: 1.Lick Creek Change Order No.2-revised3 Page 504 of 642 CHANGE ORDER NO. 2 DATE: 5-5-2020 Contract No. 19300406 P.O. # 19203692 PROJECT: Lick Creek Trunkline Funded in Whole/Part w CO's Y/N OWNER:CONTRACTOR:Thalle Construction Company, Inc City of College Station 900 NC Hwy 86 N P.O. Box 9960 Hillsborough, NC 27278 College Station, Texas 77842 PH:919-241-1607 FAX: PURPOSE OF THIS CHANGE ORDER: 53 LS Access Road around Lick Creek WWTP (per CP-004.1)64,841.90$ - 1 64,841.90$ 15A/15B LF 48" PVC Sanitary Sewer Pipe (Installed by OTOC) (per FO-006)1,700.00$ 1,425 1,447 37,400.00$ 2 LF 48" PVC Sanitary Sewer Pipe (Installed by Open Cut), PS 75 (15-20ft) (per FO-006)456.77$ 6,347 6,325 (10,048.94)$ 29 LF Trench Safety (per FO-006)0.01$ 10,605 10,583 (0.22)$ 5A/15B LF 48" PVC Sanitary Sewer Pipe (Installed by OTOC) (per FO-008)1,700.00$ 1,425 1,472 79,900.00$ 29 EA 48" PVC Sanitary Sewer Pipe (Installed by Open Cut), PS 75 (15-20ft) (FO-008)456.77$ 6,347 6,300 (21,468.19)$ 9 EA Trench Safety (per FO-008)0.01$ 10,605 10,558 (0.47)$ LF Air Bridge (per FO-008)35,769.03$ - 1 35,769.03$ LS Haul off spoils within PCCC per truck load (per CP-006)92.10$ - 943 86,850.30$ s Total 273,243.41$ Line-OBJ: SCWOC- 6590 273,243.41$ TOTAL CHANGE ORDER 273,243.41$ ORIGINAL CONTRACT AMOUNT 10,932,672.50$ CHANGE ORDER NO.1 31,025.65$ 0.28%Change CHANGE ORDER NO.2 273,243.41$ 2.50%Change REVISED CONTRACT AMOUNT 11,236,941.56$ 2.78%Total Change ORIGINAL CONTRACT TIME 510 Days TIME EXTENSION NO. 1 Days REVISED CONTRACT TIME 510 Days SUBSTANTIAL COMPLETION DATE 30-Sep-20 REVISED SUBSTANTIAL COMPLETION DATE 30-Sep-20 APPROVED _____________________________________________________________________________________ A/E CONTRACTOR Date CHIEF FINANCIAL OFFICER Date _____________________________________________________________________________________ CONSTRUCTION CONTRACTOR Date CITY ATTORNEY Date _____________________________________________________________________________________ PROJECT MANAGER Date CITY MANAGER Date ___________________________________________ CITY ENGINEER Date ___________________________________________ DEPARTMENT DIRECTOR Date THE NET AFFECT OF THIS CHANGE ORDER IS 6.31% INCREASE. DESCRIPTIONUNITITEM NO.UNIT PRICE ORIGINAL QUANTITY REVISED QUANTITY ADDED COST This change order adds work for the contractor to install an all weather access road around the Lick Creek WWTP, additional tunneling to avoid an unforseen conflict with storm sewer and to go under gas pipelines. This change order also adds work to haul off spoils from golf course. Page 505 of 642 May 14, 2020 Item No. 4.12. Stephen C. Beachy Central Park Expansion Sponsor:David Schmitz, Director of Parks and Recreation Reviewed By CBC:Parks & Recreation Board Agenda Caption:Presentation, discussion, and possible action regarding the conversion of 40.5 acres of greenway and 18.8 acres of City of College Station property to park land. Once added to the existing 47.1 acres of Stephen C. Beachy Central Park, total park acreage will sum 106.4. Relationship to Strategic Goals: 1.Sustainable City 2.Core Services and Infrastructure Recommendation(s): Staff recommends support and approval for the conversion of the 59.3 acres of greenways and city owned property to park land. On February 11 2020, the Parks & Recreation Advisory Board unanimously passed a motion to approve the properties surrounding Central Park as park property. Summary: In proposition 4 and 6 of the 1998 Capital Improvements Program, City leaders approved the purchase of the above-mentioned acreage for city property and greenways. The descriptions of both propositions include implicit statements regarding the ability of land use for hike and bike trails, passive recreational activities and park facilities (though limited in the greenways without properly mitigating flood damage). Through the conversion of this land to parkland, it is protected for the expansion of Stephen C. Beachy Central Park and the future park development. Budget & Financial Summary: No budgetary or financial implications. Reviewed & Approved by Legal: No Attachments: 1.Parkland Expansion - CP 2.CentralPark_PreExpansion 3.CentralPark_PostExpansion Page 506 of 642 Consideration of Expanding Park Land at Stephen C. Beachy Central Park College Station Parks & Recreation Page 507 of 642 CURRENT •47.1 acres of park land •40.5 acres of greenways •18.8 acres of city owned Page 508 of 642 CONSIDERATIONS 1998 Bond Language – Funding Source •Proposition #4 | As well as provide park facilities •Proposition #6 | Drainage mitigation, hike and bike trails, and passive recreational opportunities Page 509 of 642 CONSIDERATIONS Local Government Code 253.001 (b) •Land owned, held, or claimed as a public square or park may not be sold unless the issue of the sale is submitted to the qualified voters of the municipality at an election and is approved by a majority of the votes received at the election Page 510 of 642 POTENTIAL USES •Hike & Bike Trails •Birding Areas & Wildlife Viewing •Monarch & Bee Plantings •Natural Resource Protection •Expansion of Park Amenities •Drainage Mitigation Page 511 of 642 RESULTING PARK LAND •106.4 acres of park land Page 512 of 642 DISCUSSION Approval of proposed property, converting to park land as an expansion of Stephen C. Beachy Central Park •40.5 acres of greenways •18.8 acres of city owned Page 513 of 642 DARTMOUTHKRENEK TAP11.3 ac. 1.9 ac. 0.5 ac. 3.2 ac.47.1 ac. Stephen C. Beac hy Central Park 1.9 ac.Police Department Parcel Split 39.1 ac. Greenway 1.4 ac. Greenway Other CS Property Greenways ICentral Par k Expansion Da rtm outh - SH6 Page 514 of 642 DARTMOUTHKRENEK TAP~106.4 ac. Stephen C. Beachy Central Park New Par k BoundaryICentral Par k Expansion Da rtm outh - SH6 Page 515 of 642 May 14, 2020 Item No. 5.1. Ordinance amending the Comprehensive Plan by adopting the updated Economic Development Master Plan Sponsor:Aubrey Nettles, Assistant Director of Economic Development Reviewed By CBC:Planning & Zoning Commission Agenda Caption:Public Hearing, presentation, discussion, and possible action regarding an ordinance amending the Comprehensive Plan by adopting the updated Economic Development Master Plan. Relationship to Strategic Goals: Diverse and Growing Economy Recommendation(s): Staff recommends approval of the Comprehensive Plan Amendment as presented. The Planning and Zoning Commission will hear the Comprehensive Plan amendment on May 7, 2020. A Final Written Report of the Commission’s recommendation will be provided to City Council at their meeting. Summary: The proposed ordinance would adopt an updated Economic Development Master plan, as a component of the Comprehensive Plan. The original Economic Development Master Plan was adopted in 2013. This plan is a review and update to the original plan and will guide the community’s economic development path forward for 2020 through 2025. The intent of the overall master planning process is to ensure that future growth and development advances the City’s economic development objectives. The process should also further College Station’s goal of “ensuring a diversified economy, generating quality, stable, full-time jobs; bolstering the sales and property tax base; and contributing to a high quality of life.” City staff worked with Greyhill Advisors to evaluate the strategic initiatives and operational approach established in the 2013 Economic Development Master Plan, as well as update critical market data items that are most relevant to economic development competitiveness. As part of the plan’s development, staff engaged with local residents, business owners/operators, and community leaders to help understand their vision of the community’s economy and to help review and formulate pragmatic strategies. This engagement came in the form of focus groups with the community leaders, held during the months of November and December of 2019. The results of these discussions were used throughout the development of this plan. The resulting plan gives economic development staff a clear path forward for the next five years and beyond. Budget & Financial Summary: Implementation of this master plan will require strategic investment. Reviewed & Approved by Legal: No Attachments: 1.Ordinance Page 516 of 642 2.Economic Development Master Plan May 2020 Page 517 of 642 ORDINANCE NO. _______ AN ORDINANCE OF THE CITY OF COLLEGE STATION, TEXAS, AMENDING THE COLLEGE STATION COMPREHENSIVE PLAN BY AMENDING THE ECONOMIC DEVELOPMENT MASTER PLAN; 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 “College Station Comprehensive Plan” is hereby amended by amending Subsection B.12, the Economic Development Master Plan, thereto as set out in Exhibit “A” attached hereto and made a part hereof. PART 2:That the “College Station Comprehensive Plan” is hereby amended by amending the Economic Development Master Plan as set out in Exhibit “B” attached hereto and made a part hereof. PART 3: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 4:That this Ordinance shall take effect immediately from and after its passage. PASSED, ADOPTED and APPROVED this _______day of _______, 2020. ATTEST:APPROVED: ______________________________________________________________ City Secretary Mayor APPROVED: ___________________________ City Attorney Page 518 of 642 ORDINANCE NO. ___________Page 2 of 8 EXHIBIT A That Ordinance No. 3186 adopting the “Comprehensive Plan of the City of College Station” as amended, is hereby amended by replacing subsection B.12 to Exhibit “A” of said plan for Exhibit “A” to read in its entirety as follows: “EXHIBIT ‘A’ A.Comprehensive Plan The College Station Comprehensive Plan (Ordinance 3186) is hereby adopted and consists of the following: 1.Introduction; 2.Community Character; 3.Neighborhood Integrity; 4.Economic Development; 5.Parks, Greenways & the Arts; 6.Transportation; 7.Municipal Services & Community Facilities; 8.Growth Management and Capacity; and 9.Implementation and Administration. B.Master Plans The following Master Plans are hereby adopted and made a part of the 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.East College Station Transportation Study dated May 2005; 5.Bicycle, Pedestrian, and Greenways Master Plan dated January 2010; 6.Central College Station Neighborhood Plan dated June 2010; 7.Eastgate Neighborhood Plan dated June 2011; 8.Parks, Recreation and Open Spaces Master Plan dated July 2011; 9.Southside Area Neighborhood Plan dated August 2012; 10.Medical District Master Plan dated October 2012; 11.Wellborn Community Plan dated April 2013; 12.Economic Development Master Plan dated May 2020; 13.South Knoll Area Neighborhood Plan dated September 2013; 14.The Water System Master Plan dated April 2017; and 15.The Wastewater System Master Plan dated April 2017. C.Miscellaneous Amendments The following miscellaneous amendments to the College Station Comprehensive Plan are as follows: Page 519 of 642 ORDINANCE NO. ___________Page 3 of 8 1.Text Amendments: a.Chapter 2 “Community Character,” “Growth Areas” by amending the text regarding Growth Area IV and Growth Area V – Ordinance 3376, dated October 2011. b.Chapter 6 “Transportation” by amending the text regarding Complete Streets, Context Sensitive Solutions, Minimum Length and Additional Right-of-Way for Turn Lanes at Intersections, and Right-of-Way for Utilities – Ordinance 3729, dated December 10, 2015. c.Chapter 2 “Community Character,” Chapter 3 “Neighborhood Integrity,” Chapter 4 “Economic Development,” Chapter 5 “Parks, Greenways, and the Arts,” and Chapter 7 “Municipal Services and Community Facilities” by amending the text based on the recommendation of the Comprehensive Plan Five-Year Evaluation & Appraisal Report – Ordinance 3730 dated December 10, 2015. d.Chapter 8 “Growth Management & Capacity” by amending the text based on recommendations from the Annexation Task Force – Ordinance 3766, dated April 28, 2016. e.Chapter 1, Section 10; Chapter 5, Section 1; Chapter 5, Section 4; Chapter 8, Section 17; and Chapter 9, Section 3; by amending the text – Ordinance 3951, dated October 12, 2017. 2.Future Land Use and Character Map Amendment: a.301 Southwest Parkway – Ordinance 3255, dated July 2010. b.Richards Subdivision – Ordinance 3376, dated October 2011. c.Earl Rudder Freeway at University Oaks – Ordinance 3465, dated November 19, 2012 d.1600 University Drive East – Ordinance 3535, dated November 14, 2013. e.2560 Earl Rudder Freeway S. – Ordinance 3541, dated December 12, 2013. f.13913 FM 2154. – Ordinance 3546, dated January 9, 2014. g.2021 Harvey Mitchell Parkway – Ordinance 3549, dated January 23, 2014. h.1201 Norton Lane – Ordinance 3555, dated February 27, 2014. i.3715 Rock Prairie Road West – Ordinance 3596, dated August 25, 2014. j.4201 Rock Prairie Road – Ordinance 3670, dated July 9, 2015. k.The approximately 40 acres of land generally located east of FM 2154 (aka Wellborn Road), south of the Southern Trace Subdivision, west of State Highway 40 (aka William D. Fitch Parkway), and north of Westminster Subdivision – Ordinance 3731, dated December 10, 2015. l.The approximately 120 acres of land generally located south of Barron Cut-Off Road, west of WS Phillips Parkway, north of the Castlegate II Subdivision, and east of the Wellborn Community – Ordinance 3732, dated December 10, 2015. m.The approximately 900 acres of land generally located south of Greens Prairie Road West, east of the Sweetwater Subdivision, and north of Arrington Road – Ordinance 3733, dated December 10, 2015. Page 520 of 642 ORDINANCE NO. ___________Page 4 of 8 n.The approximately 17.788 acres of land generally located at the corner of Turkey Creek Road and Raymond Stotzer Parkway frontage road.– Ordinance 3752, dated March 10, 2016. o.The approximately 9 acres of land generally located north of the Crossroad Woods Subdivision near the intersection of Wellborn Road (FM 2154) and Greens Prairie Trail – Ordinance 3779, dated June 9, 2016 p.The approximately 16 acres located at 8607 Rock Prairie Road, generally located at the north of Rock Prairie Road and west of William D. Fitch Parkway – Ordinance 3794, dated August 11, 2016. q.The approximately 14.25 acres of land located at 2501 Earl Rudder Freeway South, generally located north of North Forest Parkway and south of Raintree Drive, along the east side of Earl Rudder Freeway South – Ordinance 3799, dated August 25, 2016. r.The approximately 7 acres of land located along the south side of State Highway 30, south of Veterans Memorial Park – Ordinance 3828, dated October 27, 2016. s.The approximately 58 acres of land generally located along the east side of State Highway 6 South, north of W.D. Fitch parkway and south of the future Pebble Creek Parkway extension –Ordinance 3830, dated October 27, 2016. t.The approximately 2 acres of land generally located on Corsair Circle north of Pavilion Avenue – Ordinance 3846, dated December 8, 2016. u.The approximately 18 acres of land generally located at the southeast corner of Sebesta Road and Earl Rudder Freeway frontage road – Ordinance 3848, dated December 8, 2016. v.The approximately 6 acres of land being situated in the Pooh’s Park Subdivision, Block 1, Lots 6-14 recorded in Volume 314, Page 618 of the deed records of Brazos County, Texas, located at 204, 206, 208, 210, 212, 214, 216, 218, and 220 Holleman Drive east, more generally southwest of the intersection of Holleman Drive East and Lassie Lane by – Ordinance 3850, dated January 12, 2017. w.The approximately 6.3 acres of land generally located northeast intersection of Copperfield Parkway and Crescent Pointe Parkway - Ordinance 3859, dated February 9, 2017. x.The approximately 11.3 acres of land generally located at the southeast intersection of Earl Rudder Freeway South and Emerald Parkway – Ordinance 3875, dated April 27, 2017. y.The approximately 232 acres of land generally located south of Rock Prairie Road - Ordinance 3877, dated April 27, 2017. z.The approximately 5.96 acres of land generally located in the northeast corner of Associates Avenue and Harvey Road intersection. – Ordinance 3879, dated April 27, 2017. aa.The approximately 4.74 acres of land generally located at the corner of Harvey Mitchell Parkway South and Raymond Stotzer Parkway – Ordinance 3882, dated May 11, 2017. bb.The approximately 3.2 acres of land generally located east of Copperfield Parkway and south of Harvey Road. – Ordinance 3884, dated May 11, 2017. Page 521 of 642 ORDINANCE NO. ___________Page 5 of 8 cc.The approximately 3.34 acres of land generally located north of Raintree Drive along Earl Rudder Freeway South – Ordinance 3901, dated July 27, 2017. dd.The approximately 12.5 acres generally located west of Earl Rudder Freeway South along Harvey Mitchell Parkway – Ordinance 3903, dated July 27, 2017. ee.Approximately 100 acres located along the east side of State Highway 6, south of The Business Park at College Station and north of the Texas World Speedway property- Ordinance 3906, dated July 27, 2017. ff.Approximately 1.7 acres of land being generally located at 12055 FM 2154 - Ordinance 3921, dated August 24, 2017. gg.Approximately 11 acres of land being generally located at 8822 Burgess Lane and near the east intersection of State Highway 47 and Raymond Stotzer Parkway – Ordinance 3965, dated December 14, 2017. hh.Approximately 29 acres of land being generally located at the west intersection of William D Fitch Parkway and Rock Prairie Road – Ordinance 3989, dated February 22, 2018. ii.Approximately 11.1 acres of land being generally located on the west side of Turkey Creek Road, approximately 500 feet south of HSC Parkway- Ordinance 4036, dated August 23, 2018. jj.Approximately 7.37 acres of land being generally located on the west side of FM2154, approximately 500 feet south of Barron Cut-Off Road – Ordinance 4066, dated January 10, 2019. kk.Approximately 13 acres of land being generally located at 1402 and 1404 Bird Pond Road – Ordinance 4090, dated April 25, 2019. ll.Approximately 1.3 acres of land being generally located generally located southwest of the intersection of Greens Prairie Road West and White’s Creek Lane – Ordinance 4103, dated June 27, 2019. mm.Approximately 8.7 acres of land generally located at 2709 Texas Avenue South – Ordinance 4121, dated September 12, 2019. nn.Approximately 1.3 acres of land generally located at 3030 University Drive East – Ordinance 4122, dated September 12, 2019. oo.Approximately 2.3 acres of land generally located on the south side of Harvey Mitchell Parkway South, approximately 80 feet east of the intersection with Dartmouth Street- Ordinance 4137, dated November 14, 2019. pp.Approximately 1.8 acres of land generally located at 12925 & 12965 FM 2154, - Ordinance 4145, dated December 10, 2019. 3.Concept Map Amendment: a.Growth Area IV – Ordinance 3376, dated October 2011. b.Growth Area V – Ordinance 3376, dated October 2011. 4.Thoroughfare Map Amendment: a.Raintree Drive – Ordinance 3375, dated October 2011. b.Birkdale Drive – Ordinance 3375, dated October 2011. Page 522 of 642 ORDINANCE NO. ___________Page 6 of 8 c.Corsair Circle – Ordinance 3375, dated October 2011. d.Deacon Drive – Ordinance 3375, dated October 2011. e.Dartmouth Drive – Ordinance 3375, dated October 2011. f.Farm to Market 60 – Ordinance 3375, dated October 2011. g.Southwest Parkway – Ordinance 3375, dated October 2011. h.Cain Road extension –Ordinance 3639, dated February 26, 2015. i.Update to Chapter 6 Maps- Ordinance 3729, dated December 10, 2015. j.South College Station Mobility Study – Ordinance 3827, dated October 27, 2016. k.Pavilion Avenue extension --Ordinance 3885, dated May 11, 2017. l.Future Minor Collector realigned to Harpers Ferry Road along Arrington Road – Ordinance 3949, dated October 12, 2017. m.2017 Thoroughfare Plan update to Map 6.6 – Ordinance 3962, dated November 20, 2017. 5.Bicycle, Pedestrian and Greenways Master Plan Amendment: a.Cain Road extension – Ordinance 3639, dated February 26, 2015 b.Update to Maps 5.4 and 5.5-- Ordinance 3729, dated December 10, 2015. c.South College Station Mobility Study – Ordinance 3827, dated October 27, 2016. d.Update to Maps 5.4 and 5.5 – Ordinance 3877, dated April 27, 2017. e.2017 Thoroughfare Plan update to Maps 5.4 and 5.5 – Ordinance 3962, dated November 20, 2017. f.2018 Bicycle, Pedestrian, and Greenways Master Plan Update to Maps 5.4, 5.5, 7.1, 7.2, 7.3, and 7.4 –Ordinance 4009, dated May 14, 2018. 6.Parks and Recreation Master Plan Amendment: a.Update to Map B/College Station Neighborhood Park Zone, to Map C/College Station Community Park Zone Map and to the text of Section 2 “Current Conditions and Trends,” subsection “Park Land,” paragraph five relating to said maps- Ordinance 3951, dated October 12, 2017. 7.Community and Neighborhood Plan Amendment: a.Eastgate Neighborhood Plan, Chapter 1 - Community Character, “Site Development Area 1 – Lincoln Avenue” – Ordinance 3956, dated November 9, 2017. D.General 1.Conflict. All parts of the College Station 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. 2.Purpose. The Comprehensive Plan is to be used as a guide for growth and development for the entire City and its extra-territorial jurisdiction (“ETJ”). The College Station Comprehensive Page 523 of 642 ORDINANCE NO. ___________Page 7 of 8 Plan depicts generalized locations of proposed future land-uses, including thoroughfares, bikeways, pedestrian ways, parks, greenways, and waterlines that are subject to modification by the City to fit local conditions and budget constraints. 3.General nature of Future Land Use and Character. The College Station Comprehensive Plan, in particular the Future Land Use and Character Map found in A.3 above and any adopted amendments thereto, shall not be nor 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 College Station Comprehensive Plan, including the Thoroughfare Plan, Bicycle, Pedestrian, and Greenways Master Plan, Central College Station Neighborhood Plan, Water System Master 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 bikeways, greenways, thoroughfares, pedestrian ways, waterlines and sewer lines that are a part of the College Station Comprehensive Plan may be relocated by the City 1,000 feet from the locations shown in the 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 524 of 642 ORDINANCE NO. ___________Page 8 of 8 EXHIBIT “B” That the “Comprehensive Plan of the City of College Station” is hereby amended by amending the Economic Development Master Plan to read in its entirety as follows: Page 525 of 642 1City of College Station FORWARD, TOGETHER An Economic Master Plan for College Station MAY 2020 Page 526 of 642 2 Economic Development Master Plan PROPOSAL HIGHLIGHTS Specific Areas for Immediate Work Several items listed represent specific projects that Economic Development will undertake in 2020-2021. ENHANCE AWARENESS OF COLLEGE STATION WITH IMPROVED MARKETING The overall economic development program needs to build on its 2019 efforts to “Check out College Station.” • Additional advantages that College Station can provide for prospects seeking new locations. • Expanded information regarding real estate options such as the Midtown Business Park, College Station Business Center, etc. • Articulate benefits for possible relocating targets will include specific age populations as well as competitive market businesses. • Highlight quality of life amenities in College Station. ENCOURAGE REDEVELOPMENT IN UNDERPERFORMING AREAS Staff will focus efforts on encouraging redevelopment in areas where there is already sufficient infrastructure capacity, but where the existing use is under- performing. A great example is the redevelopment on University Drive to Embassy Suites. AMPLIFY EXISTING EVENTS AND ASSETS Events - With the BCS Marathon gearing up for the 10-year celebration in December and numerous Christmas events held around the city, staff should market College Station as a Christmas destination. Assets - The city has strategically invested in the Wolf Pen Creek and Northgate districts. Efforts should maximize these investments as much as possible. RECRUIT AGGIE-OWNED AND LED BUSINESSES Texas A&M graduates identify strongly with College Station. Equally notable, they are creating and leading many successful businesses in Texas and throughout the country. Attention should be placed on recruiting Texas A&M led and owned businesses to their beloved alma mater. BETTER DEFINE THE “RECRUITMENT SWEET SPOT” FOR COMPANIES Based on the target industry work conducted by the BVEDC and the city, staff will continue to refine the precise business opportunities that best fit College Station from broader industry clusters. Please see this section expanded to learn more about immediate work planned for College Station on page 22 6 WILLIAM D. FITCH PKWY. LAK E W A Y D R . PEBBLE CREEK PKWY.57.2 ACRES OF GENERAL COMMERCIALAT HWY. 6 AND PEBBLE CREEK PKWY. LAND AREA: 57.2 acres ASKING PRICE: $17,495,000 ZONING: GC General Commercial UTILITIES: College Station Utilities: electric, water and sewer FLOOD PLAIN: None BUILDINGS/SITE IMPROVEMENTS: None CITY-OWNED COMMERCIAL REAL PROPERTY FOR SALE GROW.CSTX.GOV CONTACT MARK MCAULIFFE, LAND AGENTReal Estate Broker979.764.6272mmcaulie@cstx.gov Page 527 of 642 3City of College Station TABLE OF CONTENTS Proposal Highlights ....................................................2 I. Introduction: Economic Development Master Plan .................4 II. Existing Competitive Position . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Competitive Position: Population . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 Competitive Position: Wages and Employment .................................6 Competitive Position: Industry Concentration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Competitive Position: Education Attainment ...................................11 III. Overall Strategy Framework .........................................12 Product, Price, and Promotion: Midtown Business Park . . . . . . . . . . . . . . . . . . . . . . . . . . .13 Product, Price, and Promotion: College Station Business Center . . . . . . . . . . . . . . . . . . .15 Product, Price, and Promotion: Science Park. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 Product, Price, and Promotion: Biocorridor .....................................16 Promotion: Recruitment .....................................................16 IV. Economic Development Master Plan Strategies 2020-2025 .......19 Category 1 ................................................................20 Category 2 ................................................................21 V. Specific Areas for Immediate Work .................................22 VI. Implementation with Our Partners .................................25 Page 528 of 642 4 Economic Development Master Plan ECONOMIC DEVELOPMENT MASTER PLAN The Economic Development Master Plan is one chapter of the city’s Comprehensive Plan, which serves as a statement of the community’s vision for the future and a guide to achieving that vision. The intent of the overall master-planning process is to ensure that future growth and development advances the city’s economic development objectives. The process should also further College Station’s goal of “ensuring a diversified economy, generating quality, stable, full-time jobs; bolstering the sales and property tax base; and contributing to a high quality of life.” The Economic Development Master Plan has a planning horizon of five years. Strategies with longer-term implications also were considered during the process. The original Economic Development Master Plan was developed in 2013. This review and update to that plan outlines out community’s economic development path for 2020-25. PLAN PROCESS As part of the plan’s development, staff engaged with local residents, business owners/ operators, and community leaders to understand their vision of the local economy and to review and formulate pragmatic strategies. The engagement came in the form of focus groups with community leaders in November and December of 2019. The results were used throughout the plan’s development. UNIQUE ASPECTS OF ECONOMIC DEVELOPMENT The overall goal for this plan and previous program planning has been to build a more competitive market for growth and investment in College Station. Businesses and individuals have choices of where and when to locate and grow their operations and careers. To ensure that College Station is a leading contender for desirable business and personal investment, the plan supports sound community planning principles while maintaining a pragmatic and proactive approach to the market. I. Page 529 of 642 5City of College Station EXISTING COMPETITIVE POSITION As part of the update, staff reviewed critical market data items that underpin the plan. Data items most relevant to economic development competitiveness are summarized in this chapter. COMPETITIVE POSITION: POPULATION Of all the factors expanding and relocating companies and individuals analyze in making location decisions, the size, growth potential, and skill levels of the local workforce are the primary concern. College Station is a modest-sized market overall in the near term, but with an outstanding upside. • College Station’s total population continues to grow from 2.5-3.5% annually. Since 2000, the average annual growth rate has been 2.8%. • As of December 2019, the trend has continued with the population estimated at 122,738, an increase of over 20% since the plan’s last update in 2013 (when the population was about 100,000.) • College Station’s population growth has been led by the increasing student population 16% 39% 9% 6% 7% 8% 15% City of College Station Population, 2010-2018 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 130,000 116,218Higher Education Population Since 1996 Population By Age Group 125,000 100,000 75,000 50,000 25,000 1996 2010 2018 City Population 0 94,817 119,748 60,440 41,892 6,925 49,129 67,003 12,821 11,682 Texas A&M Population Blinn Population <18 18-2425-34 35-44 45-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019 $60,000 $55,000 $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $65,000 Brazos Co. Hays Co. (San Marcos) McLennan Co. (Waco) Montgomery Co. (Conroe) Texas $41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness F1 Source: American Community Survey F1 • The College Station market is considerably younger than many Texas communities. • From a business perspective, 30% of the population falls between ages 25-54, which are the primary working years. • 39% of the market is between ages 18-24, which represents the next generation of the labor force. • About 18,000 students graduate from Texas A&M University each year. • The ability to capture a higher percentage of that population as they leave college is critical for College Station’s economic development program and overall competitive advantage. II. Page 530 of 642 6 Economic Development Master Plan 16% 39% 9% 6% 7% 8% 15% City of College Station Population, 2010-2018120,000110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 130,000 116,218Higher Education Population Since 1996 Population By Age Group 125,000 100,000 75,000 50,000 25,000 1996 2010 2018 City Population 0 94,817 119,748 60,440 41,892 6,925 49,129 67,003 12,821 11,682 Texas A&M Population Blinn Population <18 18-2425-34 35-44 45-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019 $60,000 $55,000 $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $65,000 Brazos Co. Hays Co. (San Marcos) McLennan Co. (Waco) Montgomery Co. (Conroe) Texas $41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness 16% 39% 9% 6% 7% 8% 15% City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 130,000 116,218Higher Education Population Since 1996 Population By Age Group 125,000100,000 75,000 50,000 25,000 1996 2010 2018 City Population 0 94,817 119,748 60,440 41,892 6,925 49,129 67,003 12,821 11,682 Texas A&M Population Blinn Population <18 18-2425-34 35-44 45-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019 $60,000 $55,000 $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $65,000 Brazos Co. Hays Co. (San Marcos) McLennan Co. (Waco) Montgomery Co. (Conroe) Texas $41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness COMPETITIVE POSITION: WAGES AND EMPLOYMENT While the number of jobs continues to grow, Brazos County’s employment base maintains lower wage levels in comparison to benchmark communities. • Wage levels supported by Brazos County businesses are below nearly all peer communities and are 49% below the average wage for Texas. • Large employment concentrations in the Retail sector and Accommodations and Food Services sectors lower overall wages across all employment sectors. • The most recent figures show that the College Station Bryan MSA has a historically low unemployment rate of 3.0%, the lowest rate since 1969. • The unemployment rate, in addition to the lower wages in Brazos County, reflect a high degree of underemployment in College Station. • As College Station recruits industries to the market, focus should be placed on recruiting jobs that will raise the average annual wage. • The tightness of the existing market means attracting employers that need hundreds of workers may be challenging. • Instead, opportunities that feature fewer numbers of employees, as well those that can take more advantage of the student population, should find success. F2 F3 F2 and F3 Source: American Community Survey Page 531 of 642 7City of College Station 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019 $60,000 $55,000 $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $65,000 Brazos Co. Hays Co. (San Marcos) McLennan Co. (Waco) Montgomery Co. (Conroe) Texas $41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019 $60,000 $55,000 $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $65,000 Brazos Co. Hays Co. (San Marcos) McLennan Co. (Waco) Montgomery Co. (Conroe) Texas $41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs 120,000 110,000 100,000 90,000 80,000 70,000 60,000 50,000 40,000 130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019 $60,000 $55,000 $50,000 $45,000 $40,000 $35,000 $30,000 $25,000 $20,000 $65,000 Brazos Co. Hays Co. (San Marcos) McLennan Co. (Waco) Montgomery Co. (Conroe) Texas $41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness F4 F5 F6 F4 and F5 Source: Texas Workforce Commission F6 Source: Federal Reserve economic data (fred.stlouisfed.org)Page 532 of 642 8 Economic Development Master Plan COMPETITIVE POSITION: INDUSTRY CONCENTRATION While a large share of College Station’s job base is contained in non-primary industries, the city has done a good job of retaining a primary industry presence in the Manufacturing sector and Professional &Technical Services. • College Station’s industry mix includes primary and non-primary industries. • Primary industry presence is desirable because such industries export goods and services outside the region and import wealth. • Employment in primary industries generally requires higher skill/education levels and supports higher wages. • The top five sectors by employment are: (1) Accommodation and Food Services, (2) Retail Trade, (3) Health Care and Social Assistance, (4) Manufacturing, and (5) Construction. • While College Station-Bryan has historically been dominated by government jobs, data indicates a shift to a higher concentration in private industry jobs. • The highest concentration of jobs in College Station are in Accommodation and Food Services and Retail Trade. While both are needed, they add to the downward trend in wage averages in Brazos County. • Focus should be placed on continuing the diversification in employment with a heavier emphasis on jobs that leverage College Station skills advantages while helping to raise overall wages. Page 533 of 642 9City of College Station 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608 MSA Unemployment by Year 8% 7% 6% 5% 4% 3% 2% 1% 0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25% 20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018) Accommodation and Food Services Administrative and Food Services Agriculture, Forestry, Fishing and Hunting Arts, Entertainment and Recreation Construction Education Services Finance and Insurance Health Care and Social Insurance Information Management of Companies and Enterprises Manufacturing Mining, Quarrying and Oil and Gas Extraction Other (Except Public Administration) Professional, Scientific and Technical Services Real Estate and Rental and Leasing Retail Trade Transportation and Warehousing Unclassified Utilities Wholesale Trade 20.3% 5.7% 2.1% 2.7% 7.2% 15% 15.8% 7.5% 2% 3.4% 6.6% 2.7% 2.9% 1.1% 1.4% 1.8% 1.4% 0.2% 0.1% 0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness F7 F7 Source: Bureau of Labor Statistics Page 534 of 642 10 Economic Development Master Plan 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608MSA Unemployment by Year8%7%6%5%4%3%2%1%0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25%20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018)Accommodation and Food ServicesAdministrative and Food ServicesAgriculture, Forestry, Fishing and HuntingArts, Entertainment and RecreationConstructionEducation ServicesFinance and InsuranceHealth Care and Social InsuranceInformationManagement of Companies and EnterprisesManufacturingMining, Quarrying and Oil and Gas ExtractionOther (Except Public Administration)Professional, Scientific and Technical ServicesReal Estate and Rental and LeasingRetail TradeTransportation and WarehousingUnclassifiedUtilitiesWholesale Trade 20.3%5.7%2.1%2.7%7.2%15%15.8%7.5%2%3.4%6.6%2.7%2.9%1.1%1.4%1.8%1.4%0.2%0.1%0.1% College Station-Bryan Employment by Industry by Number of Jobs 140 120 100 80 60 40 20 0 1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private Jobs Government Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness F8 Source: Texas Workforce Commission F8 Page 535 of 642 11City of College Station 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608MSA Unemployment by Year8%7%6%5%4%3%2%1%0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25%20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018)Accommodation and Food ServicesAdministrative and Food ServicesAgriculture, Forestry, Fishing and HuntingArts, Entertainment and RecreationConstructionEducation ServicesFinance and InsuranceHealth Care and Social InsuranceInformationManagement of Companies and EnterprisesManufacturingMining, Quarrying and Oil and Gas ExtractionOther (Except Public Administration)Professional, Scientific and Technical ServicesReal Estate and Rental and LeasingRetail TradeTransportation and WarehousingUnclassifiedUtilitiesWholesale Trade 20.3%5.7%2.1%2.7%7.2%15%15.8%7.5%2%3.4%6.6%2.7%2.9%1.1%1.4%1.8%1.4%0.2%0.1%0.1%College Station-Bryan Employment by Industry by Number of Jobs14012010080604020019901991199819921993199419951996199719992000 20072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private JobsGovernment Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness COMPETITIVE POSITION: EDUCATIONAL ATTAINMENT College Station and Brazos County residents enjoy higher educational attainment levels compared to peer communities. This is not surprising given the presence of Texas A&M and its ability to provide a steady flow of highly educated graduates to support the community’s economic base. • College Station’s residents have the highest educational attainment of similar communities with over 50% of the population (age 25+) with at least a bachelor’s degree. • Only 5% of the city’s population lacks a high school diploma. • National forecasts point to knowledge-based industries supporting a significant amount of future economic growth. • College Station’s high education levels are one of its top marketing assets to companies in constant search of highly educated workers. OUR ADVANTAGE In summary, the market continues to experience steady growth, with specific advantages tied to the overall skills and talent of the workforce as well as the strong growth in population in the prime years for employment. College graduates can be a long- term advantage if opportunities exist to add additional high-end jobs to the market. F9 F9 Source: American Community Survey Page 536 of 642 12 Economic Development Master Plan OVERALL STRATEGY FRAMEWORK The plan’s framework is rooted in enhanced competitiveness and market awareness. Successful economic development requires a complete, coordinated, and connected program. For College Station to compete and locate industry, attention must be paid to these four central elements. A. Product–The facilities, sites, and infrastructure available to prospects, particularly those needing larger sites with appropriate zoning and/or on-site amenities. B. Price–The prospect’s total costs associated with the community and the ability of the locality to offset those costs with incentives, available development-ready sites, workforce training, fast-track permitting, and other initiatives. C. Pinpoint–Enhanced targeting to streamline efforts and match community strengths with company and individual needs. D. Promotion–Effective communication of competitive advantages to targeted audience. 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608MSA Unemployment by Year8%7%6%5%4%3%2%1%0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25%20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018)Accommodation and Food ServicesAdministrative and Food ServicesAgriculture, Forestry, Fishing and HuntingArts, Entertainment and RecreationConstructionEducation ServicesFinance and InsuranceHealth Care and Social InsuranceInformationManagement of Companies and EnterprisesManufacturingMining, Quarrying and Oil and Gas ExtractionOther (Except Public Administration)Professional, Scientific and Technical ServicesReal Estate and Rental and LeasingRetail TradeTransportation and WarehousingUnclassifiedUtilitiesWholesale Trade 20.3%5.7%2.1%2.7%7.2%15%15.8%7.5%2%3.4%6.6%2.7%2.9%1.1%1.4%1.8%1.4%0.2%0.1%0.1%College Station-Bryan Employment by Industry by Number of Jobs14012010080604020019901991199819921993199419951996199719992000 20072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs) Educational Attainment for Population 25+ in 2018 A Competitive College Station Private JobsGovernment Jobs Private Jobs Government Jobs 1990 2018 55%45%64%36% 11% 18% 28% 28% 5% 6% High School Graduate or GED Some College, No Degree Associate DegreeBachelor’s Degree Graduate or Professional Degree No High School Diploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness III. Page 537 of 642 13City of College Station Since 2016, Economic Development staff has sought to address and tackle these four elements. Accomplishments include: PRODUCT, PRICE, AND PROMOTION: MIDTOWN BUSINESS PARK To ensure there are adequate ready-to-go sites for investment opportunities of a certain scale, the city worked diligently to develop a master plan for 200+ acres on Highway 6 that work included: • Creation and adoption of Midtown Master Plan—implementation ongoing. • Capital funding requests submitted for Midtown Business Park development in four phases. • Major infrastructure including the construction of Midtown Drive, construction of electric facilities along Midtown Drive, and creating the availability of public water and sewer services has been completed. • Co-branding and signage developed with adjacent Midtown City Center development. • Co-branding efforts with adjacent city regional ballpark—Texas Independence Ballpark Midtown College Station. • Marketing material developed for the overarching Midtown area. • Preliminary Plan approved by the Planning and Zoning Commission. • Street name changes within and surrounding MBP to create a branded area. • Issued RFP for 57-acre commercial tract fronting Highway 6 in the center of the park. • Sub-District A and B tracts are active on the market, with accompanying marketing material developed for each lot. • Presented Midtown as site options for a variety of state RFP responses. • Price reduction for development due to planning for infrastructure and development readiness. Page 538 of 642 14 Economic Development Master Plan ONGOING INITIATIVES: • Determine path forward on Sub-District A RFP. • Create and place temporary signage. • Fund, design, and construct Capital Project Phases 1-4. • Create Covenants and Restrictions. • Establish a Property Owners Association. • Set up TIRZ Board and encourage county participation. • Design a separate Midtown page on the economic development website. • Continue marketing, including in RFP responses when appropriate, and meeting with potential buyers. Page 539 of 642 15City of College Station PRODUCT, PRICE, AND PROMOTION: COLLEGE STATION BUSINESS CENTER To increase the opportunity to meet demand for smaller end users on existing city land, the staff focused on these changes to the existing city business center: • 30-acre tract at Gateway Blvd. divided into five smaller tracts. • Preliminary plan and final plat approved for five smaller tracts. • Sold seven-acre lot to FedEx for a $10 million ground facility, made possible by subdividing the larger tract. • Real estate brochures created to market remaining tracts. • All remaining tracts are actively on the market. • New signage renderings created and capital funding project request submitted. • Presented College Station Business Center to have site options for a variety of state RFP responses. ONGOING INITIATIVES: • Design and place new “for sale” signage. • Fund and construct new permanent signage per capital funding request. • Design a separate College Station Business Center page on the economic development website. • Shared maintenance agreements. • Continue to market, include in RFP responses when appropriate, and meet with potential buyers. PRODUCT, PRICE, AND PROMOTION: SCIENCE PARK To highlight an existing light industrial facility that is underperforming and not utilized to its fullest potential, as well as to highlight new shovel-ready sites for research and high- tech manufacturing in College Station, staff has: • Entered into a 10-year performance-based Economic Development Agreement in which the property owner can receive tax rebates based on additional property valued added in 2015, helping to make the property more financially attractive. • Presented Science Park as a site option for a variety of state RFP responses. GATE W A Y B O ULE V A R D VENTURE DRIVEWILLIAM D. FITCH PARKWAY OAKS DRIVE S O U T H LAKEWAY DRIVEAGATE DRIVEPARKVIEW DRIVETECHNOLOGY WAYSAND PI P E R C O V E SOLD 1 2 36.007 AC.5.635 AC.6.090 AC.45.809 AC.5 ST. ANDREWS DRIVEQUALITY CIRCLE ARRINGTON ROAD7.202 AC.ST. ANDREWS DRIVESPEARMAN DRIVE H I G HW A Y 6 HIGHWAY 6 Page 540 of 642 16 Economic Development Master Plan ONGOING INITIATIVES: • Highlight Science Park on the economic development website. • Continue to market and include in RFP responses. PRODUCT, PRICE, AND PROMOTION: BIOCORRIDOR To promote a destination for education, research, development, commercialization, and production of innovative technologies to improve global health, College Station and Bryan entered into the BioCorridor InterLocal Cooperation and Joint Development Agreement in 2011. Since then College Station has: • Entered into an Economic Development Agreement with Fujifilm Diosynth for a $70 million capital investment, 100 full-time jobs, and a payroll no less than $6 million annually. • Staff is working with Fujifilm Diosynth on an announced expansion consisting of $120 million capital investment and 100 jobs. • Entered into an Economic Development Agreement with Viasat for a $20 million capital investment, 150 new full-time jobs and an additional payroll of $7.6 million. • Marketed the BioCorridor and presented as a site option for a variety of state RFP responses. ONGOING INITIATIVES: • Continue working with Fujifilm Diosynth on their expansion process. • Continue marketing the BioCorridor. PROMOTION: RECRUITMENT To stay in front of prospects and their advisors, as well as close specific deals, the staff undertook these activities: • Executed Economic Development Agreements with ViaSat, Fujifilm Diosynth, Strategic Behavioral Health, Science Park, and StataCorp to locate or expand in College Station. • Identified and promoted private assets throughout College Station. • Partnered with Texas A&M University (TAMU) to develop an industry recruitment strategy that recognized strengths, weaknesses, opportunities, and threats, and specific industries for direct outreach. • Hosted the 7th annual America’s Competitiveness Exchange on Innovation and Entrepreneurship (ACE), a week-long international reverse trade mission that provided an opportunity to promote economic development in Central Texas.  • Created the ED Marketing Framework for College Station—evaluated current conditions and competitiveness and targeted industry selection and optimization. • Developed “Check Out College Station” marketing campaign and promoted in Site Selectors and Texas Real Estate magazines. • Expanded recruitment efforts with the Brazos Valley Economic Development Corporation (BVEDC), collaborating with TAMU when appropriate. • Attended site selector events in Indianapolis, Plano Dallas, Chicago, and Houston. • Initiated a working group with area’s hospital administration group to develop a master plan for the medical district. Page 541 of 642 17City of College Station Dallas/ Fort Worth Houston San Antonio Austin CollegeStation 1.5 hours 2 hours 3 hours 3 hours SHOVEL-READY SITES AVAILABLE NOW. CONTACT:Natalie Ruiz Economic Development Director 979.764.3527 | nruiz@cstx.gov Aubrey Nettles Economic Development Manager 979.764.3423 | anettles@cstx.gov ACCESS TO THE TEXAS MARKET More than 70% of Texas’ population resides within a 3-hour drive. EDUCATED WORKFORCE 62% of the population has a post-secondary degree. SHORT COMMUTE TO WORK 15-minute travel time across College Station. RESEARCH COLLABORATION $922 million invested annually in research at Texas A&M University. ELITE SCHOOL DISTRICT School district ranks top 2% in Texas. Check Out College Station GROW.CSTX.GOV School district ranks in top 2% in Texas. Page 542 of 642 18 Economic Development Master Plan • Created “All Up In Your Business” podcast to highlight retail and industry happenings. ONGOING INITIATIVES: • Complete redesign of the economic development website. • Continue marketing College Station in publications where appropriate. • Continue meetings with hospital administration to market the region’s healthcare attributes. • Continued outreach efforts in conjunction with BVEDC. PINPOINT: RETAIL AND INDUSTRY To refine and focus prospect opportunities from the commercial and retail sectors, staff undertook the following activities. • Target industry strategy adopted by Brazos Valley Economic Development Corporation, which aligns with 2017 Economic Development Marketing Framework developed by Greyhill Advisors. • Targets refer to small to midsized firms that stress applied engineering and product development across a range of industries that also dovetail with research excellence in the market. • Initiated a Retail Recruitment Program that includes a market analysis, identification of leakage areas, targeted retailers, and ongoing recruitment to our market. • Developed a specialized website/landing pages for potential retailers. • Adopted an informal retail incentive policy to incentivize retailers to locate here. • Attended state and national trade shows designed for direct retail recruitment annually to connect face-to-face with retailers and interested retails and developers. • Located several retailers on “target retailer” list, including Home Goods, At Home, Snooze Breakfast Eatery, Five Guys Burgers and Fries, Dunkin Donuts, and more. • Initiated commercial preservation strategies, including city-initiated rezonings, to preserve commercial development opportunities in key locations. • Successfully completed five of eight commercial rezonings and proposed city-initiated land use amendments (final three in progress). ONGOING INITIATIVES: • Complete city-initiated rezoning projects and potentially identify other key commercial development and redevelopment opportunities to pursue. • Complete BVEDC’s Target Industry Strategy implementation process. Page 543 of 642 19City of College Station 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608MSA Unemployment by Year8%7%6%5%4%3%2%1%0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25%20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018)Accommodation and Food ServicesAdministrative and Food ServicesAgriculture, Forestry, Fishing and HuntingArts, Entertainment and RecreationConstructionEducation ServicesFinance and InsuranceHealth Care and Social InsuranceInformationManagement of Companies and EnterprisesManufacturingMining, Quarrying and Oil and Gas ExtractionOther (Except Public Administration)Professional, Scientific and Technical ServicesReal Estate and Rental and LeasingRetail TradeTransportation and WarehousingUnclassifiedUtilitiesWholesale Trade 20.3%5.7%2.1%2.7%7.2%15%15.8%7.5%2%3.4%6.6%2.7%2.9%1.1%1.4%1.8%1.4%0.2%0.1%0.1%College Station-Bryan Employment by Industry by Number of Jobs14012010080604020019901991199819921993199419951996199719992000 20072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs)Educational Attainment for Population 25+ in 2018A Competitive College Station Private JobsGovernment JobsPrivate JobsGovernment Jobs1990201855%45%64%36%11%18%28%28%5%6%High SchoolGraduateor GED Some College,No DegreeAssociateDegreeBachelor’sDegreeGraduate orProfessionalDegree No High SchoolDiplomaA CompetitiveCollege StationProduct PricePinpointPromotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608MSA Unemployment by Year8%7%6%5%4%3%2%1%0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25%20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018)Accommodation and Food ServicesAdministrative and Food ServicesAgriculture, Forestry, Fishing and HuntingArts, Entertainment and RecreationConstructionEducation ServicesFinance and InsuranceHealth Care and Social InsuranceInformationManagement of Companies and EnterprisesManufacturingMining, Quarrying and Oil and Gas ExtractionOther (Except Public Administration)Professional, Scientific and Technical ServicesReal Estate and Rental and LeasingRetail TradeTransportation and WarehousingUnclassifiedUtilitiesWholesale Trade 20.3%5.7%2.1%2.7%7.2%15%15.8%7.5%2%3.4%6.6%2.7%2.9%1.1%1.4%1.8%1.4%0.2%0.1%0.1%College Station-Bryan Employment by Industry by Number of Jobs14012010080604020019901991199819921993199419951996199719992000 20072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs)Educational Attainment for Population 25+ in 2018 A Competitive College Station Private JobsGovernment JobsPrivate JobsGovernment Jobs1990201855%45%64%36%11%18% 28% 28%5% 6% High SchoolGraduateor GED Some College,No Degree Associate DegreeBachelor’s Degree Graduate orProfessionalDegree No High SchoolDiploma A Competitive College Station Product Price Pinpoint Promotion 2020-25 Strategic Initiatives 2019 BVEDC Target Industries Enhance high quality of life Support retail & redevelopment opportunities Enhance community health & wellness Support expansion of population and corporate investment Partner with regional allies to attract & expand high-end investment Attract and expand destination entertainment & hospitality activities PRIVATE JOBS Focus: Defense, Human Life Sciences, Smart Infrastructure and Other Research Specializations Potential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/Expansion PROFESSIONAL AND TECHNICAL SERVICES Focus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness The Brazos Valley is home to a competitive mix of assets that afford it opportunities to compete for some of the most attractive investments in Texas and the U.S. Although the region houses one of the nation’s largest universities and research institutions, the regional economy has not leveraged this advantage to the fullest extent. In 2019, the BVEDC conducted a review of industry attraction options (targeting study) to match the regions assets with the growing technology and service sectors. As the region better aligns with existing and statewide assets, future job growth can focus increasingly on high- end jobs and investments in three primary clusters: Applied Research and Development, Professional and Technical Services, and Engineered Materials and Components. The city supports these targets and will partner with BVEDC to identify and recruit opportunities in these sectors. ECONOMIC DEVELOPMENT MASTER PLAN STRATEGIES 2020-2025 The following strategies and actions are the key focus for the next five years of the plan. They were developed with an understanding of the overall competitiveness of the market, as well as the success of past initiatives. Input from over 70 community stakeholders also figured prominently. The following graphic highlights the six strategic initiatives for 2020-25: IV. Page 544 of 642 20 Economic Development Master Plan The strategies fall into two main categories: Category I Strategic Initiatives are targeted to specific recruitment opportunities for companies, and hospitality and retail industries, along with individuals, who are considering entry into our regional market. The strategies are primarily led by College Station’s Economic Development team. Here’s a summary: CATEGORY I - STRATEGIC INITIATIVE: SUPPORT AND PARTNER WITH REGIONAL ALLIES TO ATTRACT HIGH-END INVESTMENT • Focus efforts on recruiting Aggie-owned and led businesses to College Station. • Continue partnerships with regional economic development partners such as BVEDC to raise the profile and compete for high-end investment opportunities. • Maintain direct dialogue with existing businesses to aid in their abilities to expand their presence in the community. • Focus on retaining students by connecting them with internships, and post- graduation employment. • Engage in frequent communication and cooperation with Texas A&M and the Texas A&M System, especially regarding opportunities in the private sector (e.g. RELLIS). CATEGORY I - STRATEGIC INITIATIVE: SUPPORT RETAIL DEVELOPMENT AND REDEVELOPMENT OPPORTUNITIES • Continue to promote the city’s market opportunities to retailers and developers trying to enter the local market on the economic development website. • Develop retail reinvestment strategies to enhance mixed-use opportunities and commercial area upgrades. • Ensure land use planning and development regulations provide for adequate ability to respond to market opportunities. • Use financial and other incentives to aid underperforming or underutilized business sites when appropriate. • Start retail business retention and expansion (BRE) visits to encourage growth and additional locations. • Pursue retail entertainment opportunities. • Consider establishment of a gateway improvement incentive program. • Encourage retail redevelopment where ample infrastructure exists. • Seek retail opportunities in close proximity to city assets (e.g. Texas Independence Ballpark and Veterans Park). CATEGORY I - STRATEGIC INITIATIVE: SUPPORT EXPANSION AND RELOCATION OF CORPORATE INVESTMENT AND PEOPLE • Continue to promote market opportunities to companies, realtor/brokers, and site selectors to attract of high-end jobs and investment in biotechnology, advanced manufacturing, and other key industries that can utilize our highly skilled workforce. • Coordinate outreach to these sectors through direct city marketing as well as regional partners such as Texas A&M and BVEDC. • Ensure land use planning and development regulations provide adequate opportunities to respond to market opportunities. • Ensure necessary infrastructure and public services are adequate and available when needed to serve development opportunities. • Support infrastructure to ensure critical sites (e.g. Midtown) are ready for development. Page 545 of 642 21City of College Station • Highlight business parks and other available sites on the economic development website. • Maintain dialogue with existing business to support their expansion. • Pursue Foreign Trade Zone designation for sites in College Station. • Advance efforts to retain students post-graduation and re-attract Aggies of all ages. • Directly contact U.S. market areas with large senior populations that are considering relocation and communicate College Station’s many advantages. CATEGORY I - STRATEGIC INITIATIVE: SUPPORT ATTRACTION AND EXPANSION OF DESTINATION ENTERTAINMENT AND HOSPITALITY ACTIVITIES • Expand and enhance city and partner facilities to attract athletic, cultural, and business events. • Expand partnerships with hospitality advocacy groups and providers (EBCS, Texas A&M) to target and promote select events. • Tie those opportunities to strategies to augment existing venues such as Wolf Pen and select areas such as the Northgate District. • Partner with and strengthen existing events in the community and on campus. • Combine entertainment recruitment efforts with TAMU wherever possible. • Explore retail opportunities surrounding athletic complexes. • Focus on mid-week business conferences and meetings (corporate tourism). • Seek ways to enhance the use of and activities at Wolf Pen Creek. • Highlight city assets such as Northgate and Wolf Pen Creek as viable entertainment venues. Category II Strategic Initiatives will help ensure that the overall goals of the Plan are supportive—in a broad sense—of all the public, business and citizen-related initiatives in the city’s entire Comprehensive Plan. Here are some of those major activities in which Economic Development will participate: CATEGORY II - STRATEGIC INITIATIVE: SUSTAIN AND ENHANCE HIGH QUALITY OF LIFE • Continue to promote enhanced mobility options for residents and visitors. • Seek high quality entertainment and arts opportunities for residents and visitors. • Support walkable development with a concentration of activities. • Promote enhanced flight options at Easterwood Airport. • Message quality of life amenities to the community and beyond. • Recruit a variety of internet service providers to community. • Focus on land use planning and redevelopment opportunities surrounding campus and in key corridors. • Create and maintain high quality and diverse employment opportunities. Page 546 of 642 22 Economic Development Master Plan CATEGORY II - STRATEGIC INITIATIVE: ENHANCE COMMUNITY HEALTH AND WELLNESS • Support hospital systems in their efforts to grow and diversify medical facilities and service offerings (mental health, wellness programs). • Ensure land use planning and development regulations provide adequate options to respond to market opportunities. • Maintain ongoing dialogue with providers to aid in their ability to expand their presence in the community. • Ensure connectivity between city-sponsored health, wellness, and fitness programs and the regional medical community. • Strategically use incentives to attract key medical services and aid existing providers in their ability to expand services (e.g. Strategic Behavioral Health). • Highlight city’s medical infrastructure as a recruitment tool on the economic development website. • Consider complimentary medical uses around major hospitals. • Maximize city assets such as walking and biking trails. SPECIFIC AREAS FOR IMMEDIATE WORK While section IV outlines the overall strategies Economic Development will support in the next five years, several items represent specific projects Economic Development will undertake in 2020-2021 that are consistent with the overall strategic framework. Here are a few of the initiatives: ENHANCE AWARENESS OF COLLEGE STATION AND ALL ITS ASSETS WITH IMPROVED MARKETING The overall economic development program needs to build on its 2019 efforts to “Check out College Station.” Better knowledge of the market will help interested parties fully grasp the advantages the market offers. Much of this can be done through improved information and content on the Economic Development website as well as targeted outreach at marketing events. • Additional advantages College Station can provide for prospects seeking new locations. • Expanded information regarding real estate options such as the Midtown Business Park, College Station Business Center, and other priority development areas. • Articulate benefits for possible relocating targets that include specific populations (retirees, young professionals) as well as businesses that are building blocks for a more competitive market. • Highlight quality of life amenities in College Station (e.g. medical infrastructure, school district, arts and entertainment). ENCOURAGE REDEVELOPMENT IN UNDER-PERFORMING AREAS WHERE APPROPRIATE Staff will focus efforts on encouraging redevelopment in areas that already have sufficient infrastructure capacity but where the existing use is underperforming. An example of this is the redevelopment on University Drive to Embassy Suites. Before the development V. Page 547 of 642 23City of College Station of Embassy Suites, the total assessed valued was $836,530. The current assessed value is $20,346,232. The property went from paying an annual city tax of $3,785.30 to $108,774.62, a significant increase in revenue for the city. Similar examples exist in the Northgate area. In considering redevelopment opportunities, staff also considers ways to enhance the compatibility of redevelopment projects in blending appropriately with existing neighborhoods. Areas of focus include University Drive, Texas Avenue, and Harvey Road. AMPLIFY EXISTING EVENTS AND ASSETS Events - With the BCS Marathon gearing up for its 10-year celebration in December and numerous Christmas events around the city during the holidays, staff should work to market College Station as a Christmas destination. The goald would be to tie those activities together into an overall promotion that leverages a wide number of events such as Christmas in the Park, George Bush Library Tree Lighting Ceremony, BCS Christmas Parade, Santa’s Wonderland, Aggieland Safari, and Spirit Ice Arena to create an overall Christmas package. Additionally, TAMU Athletics is working to utilize their athletic venues for more than just sporting events, and their facilities should be incorporated where possible. Assets - The city has strategically invested in the Wolf Pen Creek and Northgate districts. Efforts should be placed on maximizing on those investments as much as possible. In the immediate future, the city should actively advertise the Northgate surface lot and Wolf Pen Creek venue as viable entertainment venues on the economic development website. Long-term planning should be utilized to enable the venues to operate at their highest and best use. Page 548 of 642 24 Economic Development Master Plan RECRUITING AGGIE-OWNED AND LED BUSINESSES Texas A&M graduates identify strongly with their university and College Station. Equally notable, Texas A&M graduates are creating and leading many successful businesses in Texas and throughout the country. Attention should be placed on recruiting Texas A&M- led and owned businesses to their beloved alma mater. Relocating from a congested metropolitan area and expanding businesses to College Station where there are numerous ways to tap into the talent and research at Texas A&M should be some of the selling points. The city should work with the Association of Former Students to advertise in the Texas Aggie magazine and create direct outreach opportunities with former students to include in-town meetings for alumni to experience the many ways College Station has grown. A quarterly outreach newsletter should also be considered. BETTER DEFINING THE COLLEGE STATION RECRUITMENT SWEET SPOT FOR COMPANIES Based on the target industry work previously conducted by the BVEDC and the city, staff will continue to refine the precise business opportunities that best fit College Station from the broader industry clusters. City staff and partners will continue to identify and recruit specific companies that can take full advantage of the assets at Texas A&M, the overall workforce, and the business climate advantages. As those companies enter the market, they will help build critical mass allowing further development of the workforce already in place as well as expansion of supporting businesses, further retail and service offerings, and related mixed-use development options. Taken together, these new businesses will create more opportunities and stimulate existing business expansion while supporting the community’s overall growth objectives. Page 549 of 642 25City of College Station VI.IMPLEMENTATION WITH OUR PARTNERS The immediate and long-term success of the plan is dependent on the city’s synergy with several partners. The Texas A&M University and System, Brazos Valley Economic Development Corporation, Experience Bryan-College Station, and the Chamber of Commerce, join the city to represent, represent the largest cross section of the community’s stakeholders. Those organizations have the most to gain from the plan’s successful implementation. Communities work more efficiently and effectively when everyone works together to achieve economic growth and productivity. A description of what each organization offers is summarized below along with their unique roles. TEXAS A&M (SYSTEM AND CAMPUS) Texas A&M is among the world’s leading research institutions. With research expenditures greater than $920 million in FY 2019, the university ranks in the top 20 based on a survey conducted by the National Science Foundation. With more than 200 centers and institutes engaged in tackling some of society’s most pressing challenges, the breadth and depth of the research enterprise is among the nation’s best. With more than 60,000 students at its main campus and over 400,000 alumni worldwide, the university’s contribution to workforce development and constant supply of highly trained graduates can not be overstated. The city will continue to coordinate with Texas A&M on connecting current and former students to job opportunities in the market. In addition, wherever possible the city will be interested in coordinating and connecting business opportunities with university resources, especially market-facing programs such as RELLIS. BRAZOS VALLEY ECONOMIC DEVELOPMENT CORPORATION (BVEDC) The Brazos Valley Economic Development Corporation (BVEDC) has made substantial strides over the last five years. It has rebranded, adopted a community economic development strategy, significantly increased the number of private funding partners through Invest Brazos Valley, and continued to produce substantive marketing material for the Brazos Valley as a whole. College Station is confident in allowing BVEDC take the lead in promoting the region for industry recruitment as it implements the work from the 2019 Targeted Industry Plan. Specific steps to be taken by BVEDC: • Update economic development marketing materials and Incorporate New Target Sectors. • Align external Identity for the Brazos Valley to targeted sectors by developing the brand identity in year one of implementation. Page 550 of 642 26 Economic Development Master Plan • Develop and sustain relationships with site consultants, influencers, and “upstream” partners. • Develop and implement a direct company recruitment program aligned with targeted sectors. • Operate a highly targeted outbound marketing program. • Launch an earned media campaign to strengthen external perceptions of the Brazos Valley. • Leverage Invest Brazos Valley (IBV) to inform and support economic growth. While College Station plays a support role in the region’s business recruitment, the city is the leader when it comes to landing businesses. College Station will take the lead in business park development, guiding businesses through the permitting process and negotiating economic development agreements. College Station will also be directly involved in talent attraction efforts for professionals and retirees. In its continuing support for and partnership with the City of College Station, the BVEDC is actively engaged in supporting entrepreneurial activities that would further develop the ecosystem and provide soft landings for spinouts. The BVEDC is proactive in networking with community entrepreneurial organizations such at the local branches of the Small Business Development Center, 1 Million Cups and the Entrepreneurs Organization, along with Women Entrepreneurs of B/CS, Lemonade Day B/CS, and others. The Bryan/College Station Chamber of Commerce will continue to receive BVEDC support in its on-going efforts to enhance entrepreneurial activities in the community. The BVEDC will support public and private efforts to attract real estate partners to provide office and coworking space for rising startups. Finally, the Brazos Valley EDC, in partnership with public and private partners, is leveraging resources and relationships with Texas A&M University (TAMU) and the Texas A&M University System (TAMUS) to support business attraction, retention and expansion efforts. TAMU is a Category I funding partner of the BVEDC. The efforts include: • Monthly meetings with leaders at TAMUS’s RELLIS campus. • Engagement with Texas A&M Technology Commercialization, including supporting companies spinning out of TAMUS and international trade missions. • Coordination with the TAMU Career Center to connect local companies with soon- to-be-graduates. • Targeted recruitment efforts with Aggie-owned and Aggie-led companies. • Presenting prospective companies with the wide-range of research and collaborative opportunities presented by TAMU and the TAMUS. • Through relationship building with leaders at institutes and agencies, taking advantage of connections when industry is brought into our community. Page 551 of 642 27City of College Station 16%39%9%6%7%8%15%City of College Station Population, 2010-2018120,000110,000100,00090,00080,00070,00060,00050,00040,000 2010 2011 2012 2013 2014 2015 2016 2017 201894,24695,14797,794100,036103,486107,899112,142113,563College Station-Bryan Annual Jobs120,000110,000100,00090,00080,00070,00060,00050,00040,000130,000 116,218Higher Education Population Since 1996Population By Age Group125,000100,00075,00050,00025,000 1996 2010 2018 City Population094,817 119,74860,44041,8926,925 49,129 67,00312,821 11,682 Texas A&M PopulationBlinn Population<18 18-2425-3435-4445-54 55-64 65+1990199119981992199319941995199619971999200020072001200220032004200520062008200920162010201120122013201420152020201720182019Average Wage Comparison, 2019$60,000$55,000$50,000$45,000$40,000$35,000$30,000$25,000$20,000$65,000 Brazos Co. Hays Co.(San Marcos)McLennan Co.(Waco)Montgomery Co.(Conroe)Texas$41,808 $40,716 $45,716 $63,700 $62,608MSA Unemployment by Year8%7%6%5%4%3%2%1%0 2010 2011 2012 2013 2014 2015 2016 2017 20186.6%6.3%2008 5%10%15%20%25%20094%5.7%5.5%5.1%4.1%3.5%3.6%3.2%3%Private Sector Employment Breakdown Brazos County (2018)Accommodation and Food ServicesAdministrative and Food ServicesAgriculture, Forestry, Fishing and HuntingArts, Entertainment and RecreationConstructionEducation ServicesFinance and InsuranceHealth Care and Social InsuranceInformationManagement of Companies and EnterprisesManufacturingMining, Quarrying and Oil and Gas ExtractionOther (Except Public Administration)Professional, Scientific and Technical ServicesReal Estate and Rental and LeasingRetail TradeTransportation and WarehousingUnclassifiedUtilitiesWholesale Trade 20.3%5.7%2.1%2.7%7.2%15%15.8%7.5%2%3.4%6.6%2.7%2.9%1.1%1.4%1.8%1.4%0.2%0.1%0.1%College Station-Bryan Employment by Industry by Number of Jobs14012010080604020019901991199819921993199419951996199719992000 20072001200220032004200520062008200920162010201120122013201420152017College Station-Bryan Employment by Industry (Percentage of Jobs)Educational Attainment for Population 25+ in 2018A Competitive College Station Private JobsGovernment JobsPrivate JobsGovernment Jobs1990201855%45%64%36%11%18%28%28%5%6%High SchoolGraduateor GED Some College,No DegreeAssociateDegreeBachelor’sDegreeGraduate orProfessionalDegree No High SchoolDiplomaA CompetitiveCollege StationProduct PricePinpointPromotion2020-25 Strategic Initiatives2019 BVEDC Target IndustriesEnhance high quality of life Support retail& redevelopmentopportunitiesEnhancecommunityhealth &wellnessSupportexpansion of population andcorporateinvestmentPartner withregional allies toattract & expandhigh-endinvestment Attract and expand destination entertainment & hospitality activitiesPRIVATE JOBSFocus: Defense, Human Life Sciences, Smart Infrastructure and Other Research SpecializationsPotential Tactics: Commercialization, Entrepreneurship, Research Networks, Retention/ExpansionPROFESSIONAL AND TECHNICAL SERVICESFocus: Regional Oces, Information Technology, Engineering Potential Tactics: Business Attraction, Business Retention and Expansion, Entrepreneurship, Alumni Attraction and Retention, Amenity Development ENGINEERED MATERIALS AND COMPONENTS Focus: Texas Triangle Clusters (Aerospace and Defense, Automotive Energy, Biotechnology, Computer Products and Electronics Potential Tactics: Business Attraction, Business Retention and Expansion, Commercialization, Entrepreneurship, Supply Chain Mapping, Infrastructure Development STRATEGIC OBJECTIVE City of College Station BVEDC Texas A&M Chamber of Commerce EBCS Attract new business development Enable business expansion Enhance relations with allies Increase tourism and hospitality Increase brand awareness College Station will work with BVEDC to ensure these relationships are an integral part of the overall economic development strategy. CHAMBER OF COMMERCE The Chamber of Commerce has been successful in uniting businesses and community leaders in College Station and Bryan. Membership has reached 1,550 and its network continues to grow with new businesses joining monthly. The Chamber not only hosts successful networking functions, they also host educational opportunities through events like the Economic Outlook Conference and Leadership Brazos. The Economic Development department has added a third position to focus on supporting the Chamber of Commerce as a city liaison to the business community. EXPERIENCE BRYAN COLLEGE STATION (EBCS) Experience Bryan College Station markets the Brazos Valley as a destination for conventions, sports tourism, leisure travel, trade shows, and other activities. This is done primary through publications, bidding on events and attending recruiting events. Economic development staff will work with EBCS to amplify existing events and assets in College Station, as well as provide support where appropriate to EBCS’ tourism recruitment efforts. Economic development staff is also participating in a tourism study RFP being conducted by the city. Page 552 of 642 28 Economic Development Master Plan CONTACT Natalie Ruiz ECONOMIC DEVELOPMENT DIRECTOR nruiz@cstx.gov • 979.764.3527 Aubrey Nettles ECONOMIC DEVELOPMENT MANAGER anettles@cstx.gov • 979.764.3423 GROW.CSTX.GOV Page 553 of 642 May 14, 2020 Item No. 5.2. Credit Policy for System-Wide Roadway, Water, and Wastewater Impact Fees Sponsor:Carol Cotter Reviewed By CBC:Planning & Zoning Commission Agenda Caption:Public Hearing, presentation, discussion, and possible action regarding a Credit Policy for System-Wide Roadway, Water, and Wastewater Impact Fees. Relationship to Strategic Goals: Core Services and Infrastructure Diverse Growing Economy Recommendation(s): The Planning and Zoning Commission along with a representative from the ETJ, acting in their capacity as the Impact Fee Advisory Committee, will hear this item on May 7, 2020. A written Final Report will be provided to City Council. Staff recommends Council adopt the Credit Policy. Summary: The City of College Station adopted System-Wide Impact Fees for water, wastewater, and roadways in November 2016. The need for a method of awarding credit to developments that construct infrastructure on the Impact Fee Capital Improvement Plan was identified. An Impact Fee Credit Policy has been developed to establish standards for determining projects for which credit is eligible, the process requirements for obtaining credit, and the methods for applying credit to development projects for which credits against impact fees may be awarded. The draft policy was distributed for review in summer of 2019. Comments were received and incorporated as appropriate. A summary of the revised Impact Fee Credit Policy was presented to a Joint Workshop of City Council and the Planning and Zoning Commission on February 28, 2020. The attached Credit Policy is provided to the City Council in accordance with the Texas Local Government Code Chapter 395.023 for consideration and approval. The Planning and Zoning Commission, with the inclusion of an ETJ representative for service areas extending into ETJ, serves as the Impact Fee Advisory Committee (IFAC) per the City of College Station Code of Ordinances Chapter 107, Impact Fees. On May 7, 2020, the Credit Policy was presented to the IFAC. A final written report of the IFAC recommendation will be provided to City Council at their meeting. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Impact Fee Credit Policy Page 554 of 642 1 a5d6474846.docx City of College Station Policies and Procedures for Obtaining and Applying Credits Against Roadway, Water and Wastewater Impact Fees Credit Agreements A property owner or authorized agent of owner for plat approval (“Applicant”), whose property is subject to the imposition of impact fees pursuant to College Station Code of Ordinances Chapter 107 for new development, may be eligible for credits (“Credits”) to offset impact fees otherwise due from the property. For purposes of this policy, Credits will be considered when an Applicant incurs costs toward the construction of or contributions toward a capital improvement project listed on the corresponding impact fee capital improvements plan (“Eligible Capital Improvement”). Credits shall be awarded on a like kind basis (i.e., credits earned for one type of capital improvement may not be used to offset impact fees for another type of capital improvement). Costs eligible for Credits (“Eligible Costs”) may include typical engineering and surveying, construction, right-of way dedication, insurance and surety. Credits are applicable when verified Eligible Costs combined with assessed impact fees exceed what is roughly proportional to the development as set out in a written credit agreement (“Credit Agreement”) which shall be on a form provided by the City. Alternative forms of agreement may be considered upon petition by the Applicant to City Council. Credit Agreements will be considered for approval by City Council. Process and Requirements An Applicant must apply for Credit against impact fees before impact fee collection. Applicants are encouraged to submit a request for credit eligibility at the time of preliminary plan application; whereupon a preliminary determination of Eligible Capital Improvements may be made. The Applicant may file a request for credit eligibility with the City Engineer when submitting an application for preliminary plan approval, or if a preliminary plan is not required, at the time of submitting an application for final plat or, if no final plat is required, at the time of submitting an application for site plan approval or building permit. The preliminary determination will identify the Eligible Capital Improvements. Specific credit amounts and credit allocation will be finalized with the subsequent request for Credit, typically at the final plat stage. 1.Preliminary Plan. Upon request for credit eligibility, the City Engineer will notify the Applicant whether the capital improvements to be dedicated, constructed, or contributed toward are Eligible Capital Improvements, and are eligible for Credit at the time of the request. a.Information Required. Applicant shall provide a request for a credit eligibility determination to the City that contains the following information: 1)Letter requesting eligibility determination; 2)Identification of the Eligible Capital Improvements to be dedicated, constructed, or contributed toward, forming the basis for the request; 3)Preliminary Plan submitted with application for approval; and 4)Additional information as may be requested by the City as necessary in order to make a determination. Page 555 of 642 2 a5d6474846.docx b.Finalizing the Credits. Although a preliminary determination may identify Eligible Capital Improvements, a request for Credit must be submitted as provided below, and a resultant Credit Agreement executed on or before final plat recordation. 2.Final Plat. The Applicant shall submit a request for Credits with the City Engineer at the time of final plat application. The City Engineer will provide the Applicant, in writing, a decision on Eligible Capital Improvements and the maximum value of Credits which may be applied to offset impact fees assessed with the final plat as part of a draft Credit Agreement. The Credit Agreement shall be considered for approval by the City Council, and shall be executed prior to recordation of the final plat. The Credits included in the Credit Agreement cannot be applied to the impact fees due until the time of building permit application for a new development subject to the final plat. a.Information Required. The Applicant shall provide the following information in order to determine the maximum value of Credits and process a Credit Agreement: 1)Written request for Credits; 2)Identification of the Eligible Capital Improvements to be dedicated, constructed, or contributed toward forming the basis for the request; 3)Final Plat submitted with application for approval; 4)For roadway Credits, a College Station Roadway Impact Fee Worksheet shall be completed demonstrating the Eligible Capital Improvements provided combined with the roadway impact fees to be assessed are in excess of what is considered roughly proportionate; 5)For water or wastewater Credits, an approved utility report demonstrating capacity of the proposed improvements that are beyond the requirement of the development; 6)Approved construction plans for the proposed Eligible Capital Improvements; 7)Approved construction estimate and/or proof of actual Eligible Costs, as applicable, by Applicant for the Eligible Capital Improvements; 8)Value of right-of-way dedication for the proposed Eligible Capital Improvements on the appraisal district’s latest records. In lieu of the appraisal district’s valuation, an Applicant may, with the City’s approval, provide funds to the City to perform a market appraisal for the right-of-way to be dedicated; and 9)Additional information as may be requested by the City as necessary in order to make a determination. b.Finalizing the Credits. The Credit Agreement will establish a not to exceed maximum value of Credits or provide for an allowance in change in Credit amount based upon actual Eligible Costs, and conditions the Applicant must satisfy to begin receiving credit. Credits shall not be applied until the Eligible Capital Improvements have been constructed, dedicated and accepted, or financial guaranteed in a form acceptable to the City and upon verification of Eligible Costs. c.Execution of Credit Agreement. The City Engineer will make a recommendation for City Council consideration. The Credit Agreement must be executed before final plat recordation. 3.Site Plan or Building Permit. For projects that do not require platting, the Applicant shall submit a request for Credits with the City Engineer at the time of application for site plan and/or building permit. The City Engineer will Page 556 of 642 3 a5d6474846.docx provide the Applicant, in writing, a decision on Eligible Capital Improvements and the maximum value of Credits which may be applied to offset impact fees due as part of a draft Credit Agreement. The Credit Agreement shall be considered for approval by the City Council, and shall be executed prior to approval of the site plan or building permit. The Credits included in the Credit Agreement cannot be applied to the impact fees due until the time of building permit application. a.Information Required. The Applicant shall provide the following information in order to determine the maximum value of Credits and process a Credit Agreement: 1)Written request for Credits; 2)Identification of the Eligible Capital Improvements to be dedicated, constructed, or contributed toward forming the basis for the request; 3)Site Plan or Building Permit submitted with application for approval; 4)For roadway Credits, a College Station Roadway Impact Fee Worksheet shall be completed demonstrating the Eligible Capital Improvements provided combined with the roadway impact fees to be assessed are in excess of what is considered roughly proportionate; 5)For water or wastewater Credits, an approved utility report demonstrating capacity of the proposed improvements that are beyond the requirement of the development; 6)Approved construction plans for the proposed Eligible Capital Improvements; 7)Approved construction estimate and/or proof of actual Eligible Costs, as applicable, by Applicant for the Eligible Capital Improvements; 8)Value of right-of-way dedication for the proposed capital improvements on the appraisal district’s latest records. In lieu of the appraisal district’s valuation, an Applicant may, with the City’s approval, provide funds to the City to perform a market appraisal for the right-of-way to be dedicated; and 9)Additional information as may be requested by the City as necessary in order to make a determination. b.Finalizing the Credits. The Credit Agreement will establish a not to exceed maximum value of Credits or provide for an allowance in change in Credit amount based upon actual Eligible Costs, and conditions the Applicant must satisfy to begin receiving credit. Credits shall not be applied until the impact fee-related improvements have been constructed, dedicated and accepted, or financial guaranteed in a form acceptable to the City and upon verification of Eligible Costs. c.Execution of Credit Agreement. The City Engineer will make recommendation for City Council consideration. The Credit Agreement must be executed before site plan or building permit approval. Relationship to Proportionality Appeal An appeal, undertaken by an Applicant seeking to contest a dedication or construction requirement imposed under the City’s Unified Development Ordinance pursuant to Section 3.2-J on grounds of rough proportionality, normally should be determined prior to execution of any impact fee Credit Agreement. The City Engineer in submitting a response to a proportionality appeal shall take into account the eligibility of the facilities which are the subject of the appeal for impact fee Credits and shall preliminarily estimate the Page 557 of 642 4 a5d6474846.docx amount of such Credits due the Applicant. Such preliminary determination shall not ultimately affect the amount of Credits included in an impact fee Credit Agreement which is based on verified costs. Changes in Impact Fee 1.Roadway, water and/or wastewater impact fees shall be assessed against new developments subject to the approval of final plat, replat, or development plat in accordance with applicable law. 2.The impact fees to be charged against a new development, subject to Credits and collection rate, are those in effect at the time a building permit is issued, 3.Following assessment of impact fees, no additional impact fees or increases shall be assessed unless the number of service units increases. Method of Applying Credits A request for Credits does not automatically entitle the Applicant to such Credits without entering into and successfully performing under a Credit Agreement. The Credit Agreement may be issued prior to construction and may be conditioned upon certain Eligible Capital Improvements being constructed, dedicated and accepted by the City. Credits shall not be applied until the Eligible Capital Improvements have been constructed, dedicated and accepted, or financial guaranteed in a form acceptable to the City and upon verification of costs. 1.Retention of Credit Agreement. A fully approved and executed Credit Agreement should be kept by the City with the file for the associated final plat as applicable. 2.Credit Pool. The total verified costs of Eligible Capital Improvements contributed by the Applicant for a subdivision shall constitute the initial Credit Pool associated with a recorded final plat. 3.Application of Credits Against Impact Fees Due. City shall apply Credits against the impact fees due until the Credit Pool has been exhausted. The method for distribution of Credit among service units shall be set forth in the Credit Agreement from one of the following options: a.First-come first served. Credit applied for the first building permit subject to the recorded final plat, and thereafter, against impact fees due for each building permit subsequently issued; b.Prorated. Credits may be prorated equally among all projected service units relating to the new development. Any increase in service units from what was projected and which result in an increase in the amount of impact fee assessed shall result in an adjustment to such prorated distribution of credit. Prorated distribution of credit will be set forth in the Credit Agreement and adjustments to same must also be in writing by issuance of a new Agreement or Amendment to Agreement; or c.Allocation Plan. If set forth in a Credit Agreement, allocation of credits for new development may be applied, setting forth the timing and collection of impact fees and credits. 4.Expiration of Credits. Unused Credits associated with a property expire ten (10) years after the date of the Credit Agreement unless such Credits are formally extended in accordance with the Agreement. 5.Transfer of Credits Prohibited. Credits associated with a property cannot be transferred to different land, unless the land is subject to a multi-phase Credit Agreement that provides for such transfer. 6.Types of Credits. Credits may not be transferred between different types of impact fees, i.e., roadway Credits apply only to roadway impact fees and may not be applied to water or wastewater impact fees, and so on. Page 558 of 642 5 a5d6474846.docx 7.No Retroactive Application. No Credits shall be applied against impact fees which have already been previously collected. Redevelopment Capacity for existing uses may also be eligible for credit. Only uses within period from date of impact fee adoption may be considered. City staff may approve these minor Credits related to redevelopment without a Credit Agreement approved by City Council as set out below: 1.Existing Trip Generation. Vehicle-Miles associated with existing land uses may be applied as a Credit towards the amount of roadway impact fee due. 2.Existing water capacity. Existing water meters associated with a property may be applied as a Credit towards the amount of water impact fee due. 3.Existing wastewater capacity. Existing water meters associated with a property may be applied as a Credit towards the amount of wastewater impact fee due. Multi-Phase Subdivisions 1.Multi-phase Subdivisions. Where an Applicant proposes a preliminary plan for a multi-phase subdivision that includes Eligible Capital Improvements in one or multiple phases, the Applicant may request the City Engineer identify the Eligible Capital Improvements associated with the proposed preliminary plan that are eligible for Credits against impact fees otherwise due. The Applicant may apply for a Credit Agreement in accordance with this policy at the time of application for the final plat for the first phase of the approved preliminary plan for which the Applicant contributes Eligible Capital Improvements. 2.Multi-phase Subdivision Addendum. When an Applicant proposes a subsequent final plat for a multi-phase subdivision, the Applicant may apply for an addendum to the original Credit Agreement. If agreed to by the City, the verified Eligible Costs of the Eligible Capital Improvement(s) may be applied to reduce impact fees due for lots or uses subject to an earlier or later phase of the subdivision. As additional phases of the subdivision are finally platted, the amended Credit Agreement for the subdivision may be further amended by additional addenda containing like provisions. 3.Multiple Approved Final Plats. Where the original Credit Agreement applies to more than one approved final plat for a multi-phase subdivision, the verified Eligible Costs of all Eligible Capital Improvements dedicated, constructed and accepted by the City may be credited against impact fees due for any lots or uses within such phases. 4.Credit Improvements by Phase. As Eligible Capital Improvements are dedicated, constructed and accepted by the City for each additional phase of a multi-phase subdivision, the verified Eligible Costs of such Improvements shall be added to the Credit Pool once an addendum to the original Credit Agreement for the subdivision is executed. 5.Credits Applied to Subsequent Phases. Excess Credits obtained through contributions of Eligible Capital Improvements for prior recorded phases of a multi-phase subdivision may be used to reduce impact fees due for new developments in subsequently approved phases of the subdivision. Page 559 of 642 6 a5d6474846.docx Replats 1.If land subject to a final recorded plat is replatted, a new determination will be made at the time the replat is recorded in accordance with Chapter 107. Unused Credits created by a Credit Agreement may be used to reduce the impact fees for new development subject to the replat. 2.If additional Eligible Capital Improvements are contributed by an Applicant as a condition of approval of the replat, the verified costs of such improvements may result in new additional Credits to be added either as an addendum to an existing Credit Agreement or reflected in a new Credit Agreement. Cost Participation by the City Nothing herein prevents the Applicant and City from entering into a participation agreement for one or more Eligible Capital Improvements. In such event, the amount of the City’s participation shall be subtracted from the verified costs of Eligible Capital Improvements when determining eligibility for Credits. Page 560 of 642 May 14, 2020 Item No. 5.3. Ordinance amending Chapter 107, “Impact Fees”, Article II, “System-Wide Impact Fees”, by adding Section 107-74, “Update of Plan and Revision of Fees”, relating to revision of System- Wide Impact Fees Sponsor:Carol Cotter Reviewed By CBC:Planning & Zoning Commission Agenda Caption:Presentation, discussion, possible action on an Ordinance amending Chapter 107, “Impact Fees”, Article II, “System-Wide Impact Fees”, by adding Section 107-74, “Update of Plan and Revision of Fees”, relating to revision of System-Wide Impact Fees, of the Code of Ordinances of the City of College Station, Texas. Relationship to Strategic Goals: Core Services and Infrastructure Diverse Growing Economy Recommendation(s): The Planning & Zoning Commission along with a representative from the ETJ, acting in its capacity as the Impact Fee Advisory Committee, will hear this item on May 7, 2020, and will file its written comments with the City Council prior to or at the time of the council meeting. Staff recommends approval of the Ordinance. Summary: The City of College Station adopted System-Wide Impact Fees in 2016. Maximum Impact Fees were adopted and reduced collection rates imposed. This Ordinance amends Chapter 107, “Impact Fees”, by adding Section 107-74, “Update of plan and revision of fees”, to include provisions for the formal 5-year update of system-wide impact fees, as well as conditions and process for amending the imposed impact fees and collection rates prior to the five-year update without updating the land use assumptions and capital improvements plan, provided that the impact fees to be collected do not exceed the maximum impact fees assessed. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Ordinance Amendment Process for IF Update and Fee Revision Page 561 of 642 Ordinance Form 8-14-17 ORDINANCE NO. _____ AN ORDINANCE AMENDING CHAPTER 107, “IMPACT FEES,” ARTICLE II, “SYSTEM-WIDE IMPACT FEES,” OF THE CODE OF ORDINANCES OF THE CITY OF COLLEGE STATION, TEXAS, BY ADDING SECTION 107-74, “UPDATE OF PLAN AND REVISION OF FEES”; 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 107, “Impact Fees,” Article II, “System-wide Impact Fees,” 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. Page 562 of 642 ORDINANCE NO._____Page 2 of 3 Ordinance Form 8-14-17 PASSED, ADOPTED and APPROVED this _______ day of _________________, 2020. ATTEST:APPROVED: __________________________________________________________ City Secretary Mayor APPROVED: _______________________________ City Attorney Page 563 of 642 ORDINANCE NO._____Page 3 of 3 Ordinance Form 8-14-17 EXHIBIT A That Chapter 107, “Impact Fees,” Article II, “System-wide Impact Fees,” of the Code of Ordinances of the City of College Station, Texas, is hereby amended to add Section 107-74, “Update of Plan and Revision of Fees” as follows: Sec. 107-74 - Update of plan and revision of fees. (a)The City shall update its land use assumptions and capital improvements plans at least every five (5) years, commencing approximately from the date of adoption of such plans, and shall recalculate the impact fees based thereon in accordance with the procedures set forth in Chapter 395 of the Texas Local Government Code, or in any successor statute. (b)The City may review its land use assumptions, impact fees, capital improvements plans and other factors such as market conditions more frequently than provided in subsection (a) to determine whether the land use assumptions and capital improvements plans should be updated and the impact fee recalculated accordingly, or whether the maximum allowable or assessable impact fees as set out in Exhibits H, M, or R herein, or the imposed impact fees or collection rates set out in Exhibits I, N, or S herein should be changed. Imposed impact fees or collection rates may be amended without revising land use assumptions and capital improvements plans at any time prior to the update provided for in subsection (a), provided that the impact fees to be collected do not exceed the maximum allowable or assessable impact fees assessed. (c)If, at the time an update is required pursuant to subsection (a), the City Council determines that no change to the land use assumptions, capital improvements plan or impact fee is needed, it may dispense with such update by following the procedures in Texas Local Government Code § 395.0575. (d)The City may amend by resolution the imposed impact fees or collection rates set out in Exhibits I, N, or S herein, at any time prior to the update provided for in subsection (a), provided that the number of service units associated with a particular land use shall not be increased. Page 564 of 642 May 14, 2020 Item No. 5.4. Resolution setting a public hearing to consider amending the current collection rate per service unit for roadway impact fees Sponsor:Carol Cotter Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding a Resolution setting a public hearing to consider amending Section 107-73(g) of the City’s Code of Ordinances to adjust the current collection rate per service unit for roadway impact fees. Relationship to Strategic Goals: Core Services and Infrastructure Diverse Growing Economy Recommendation(s): Staff recommends approval of the Resolution. Summary: This resolution sets the date and time for a public hearing on roadway impact fees at the May 28th City Council Regular Meeting. On November 10, 2016, the City Council adopted roadway impacts fees as a funding source to help mitigate infrastructure challenges in planning for future growth. Maximum Impact Fees for roadways were adopted, with a lower collection rate phased in over a 3 year period. At their May 28th meeting, the City Council will consider amending the roadway impact fee ordinance, including the currently adopted collection rate. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Resolution Setting Public Hearing RIF Collection Rate Page 565 of 642 RESOLUTION NO. ____________ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS, AUTHORIZING THE CITY OF COLLEGE STATION, TEXAS TO CALL FOR A PUBLIC HEARING TO ADJUST THE COLLECTION RATE FOR SYSTEM-WIDE ROADWAY IMPACT FEES. WHEREAS, On November 10, 2016 the City Council adopted maximum assessable system- wide roadway impact fees, and imposed a reduced collection rate; and WHEREAS, the City Council now intends to consider adjusting the collection rate for system- wide roadway impact fees; and WHEREAS, the City Council intends to provide public notice in a manner similar to the notice provision set forth in Chapter 395 of the Texas Local Government Code; and WHEREAS, the Impact Fee Advisory Committee for Roadways has reviewed and made recommendations on the collection rate for roadway impact fees, and requests City Council to set a public hearing; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1:The City Council of the City of College Station, Texas hereby adopts by resolution a call for a public hearing to be held during the regular Council session on May 28, 2020 at 6:00 p.m. in the City Council Chambers at 1101 Texas Avenue, College Station, Texas. The purpose of this public hearing is to receive public comment concerning adjusting the collection rate for system-wide roadway impact fees for the entire city limits divided into four quadrants. Public notice of such hearing will be made at least 30 days in advance of the hearing. ADOPTED this _______ day of ________________________, A.D. 2020. ATTEST:APPROVED: _______________________________________________________________ City Secretary MAYOR APPROVED: _______________________________ City Attorney Page 566 of 642 May 14, 2020 Item No. 5.5. PD Close out change order Sponsor:Emily Fisher, Assistant Director of Public Works Reviewed By CBC:City Council Agenda Caption:Presentation, discussion, and possible action regarding a change order decreasing the amount of the Construction Manager at Risk Contract with Vaughn Construction, LLC by $403,836 for the New Police Station Project. Relationship to Strategic Goals: 1. Core Services and Infrastructure Recommendation(s): Staff recommends approval of this change order. Summary: This change order will release remaining funds from Work Remaining to Procure, Buyout Savings, and Contractor Contingency for work items that been successfully purchased, or otherwise mitigated through construction of the new police station. This will be the final change order for the project. This change order in addition to Change Order No.3 have collectively reduced the contract by 5%. Budget & Financial Summary: Budget in the amount of $29,500,000 is included for this project in the General Government Capital Improvement Projects Fund. A total of $29,202,603 has been expended or committed to date. The proposed deductive change order will reduce the encumbered amount by $403,836. Reviewed & Approved by Legal: No Attachments: 1.CO 4 draft merged Page 567 of 642 CHANGE ORDER NO. 4 DATE: May 1, 2020 Contract Nos. 18300367 P.O.# 18204022/18206631 PROJECT: GG1604 Police Department & 18300367-2 OWNER:CONTRACTOR:Vaughn Construction, LLC City of College Station P.O. Box 9960 Ph: 979.260.7600 College Station, Texas 77842 Fax: PURPOSE OF THIS CHANGE ORDER: ITEM UNIT ORIGINAL REVISED ADDED NO UNIT DESCRIPTION PRICE QUANTITY QUANTITY COST 1 LS Pre-construction fee reduction ($403,836.00) TOTAL ($403,836.00) LINE 1 (PO 18206631/41379971-6411)($403,836.00) LINE 2 (PO 18204022/41379971-6411)$0.00 $0.00 TOTAL CHANGE ORDER ($403,836.00) ORIGINAL CONTRACT AMOUNT $24,833,300.00 CHANGE ORDER NO. 3 Pre-construction fee reduction ($21,481.00) CHANGE ORDER NO. 3 Partial release of funds ($740,529.00) CHANGE ORDER NO. 4 Final release of funds ($403,836.00) REVISED CONTRACT AMOUNT $23,667,454.00 -5%TOTAL CHANGE ORIGINAL CONTRACT TIME 479 Days Time Extension No. 1 8 Days Time Extension No. 2 2 Days Time Extension No. 3 5 Days Revised Contract Time 494 Days SUBSTANTIAL COMPLETION DATE 28-Feb-20 REVISED SUBSTANTIAL COMPLETION DATE 14-Mar-20 APPROVED ______________________________________________________________________________________ A/E CONTRACTOR Date DEPARTMENT DIRECTOR Date _____________________________________________________________________________________ CONSTRUCTION CONTRACTOR Date ASST CITY MGR - CFO Date _____________________________________________________________________________________ PROJECT MANAGER Date CITY ATTORNEY Date _____________________________________________________________________________________ CITY ENGINEER Date CITY MANAGER Date THE NET AFFECT OF THIS CHANGE ORDER IS 5 % DECREASE A. This close out change order includes cost of work savings and releases contingency funds. Page 568 of 642 Page 569 of 642 April 27, 2020 Emily Fisher City of College Station P.O. Box 9960 College Station, TX 77842 Re: New Police Department Job No: 261201 Subj: Change Proposal No. 261201-0027 Dear Mrs. Fisher: VAUGHN C0N$TRIJCTION 2421 Earl Rudder FW College Station, TX 77845 T: (979) 260-7600 We respectfully submit our proposal for a decrease to our contract in the amount of $403,836 (four hundred three thousand eight hundred thirty-six) dollars to provide final release of funds from Work Remaining to Procure, Buyout Savings, and Contractor Contingency for work items that have been successfully purchased, or otherwise mitigated throughout the project for the above referenced project. Our price is valid for Thirty (30) days Please indicate your acceptance of this change proposal by signing and returning one copy of the attached Form B breakdown of our C~,S, . V / . V ry truly yours, VAUGHN CONSTRUCTION Attachments: Form B, WRP #37, CM Adj #14, BOSA#17 CC: Project Files Page 570 of 642 FORM B I PROJECT: New Police Department CHANGE PROPOSAL NO: 261201-0027 QUOTATION: Item Labor Materials Subs Total J. T. Vaughn Construction, LLC -final $0.00 $(27 4,806.00) $0.00 $(27 4,806.00) release of funds from Work Remaining to Procure for work items that have been successfully purchased, or otherwise mitiqated throuahout the oroiect. J. T. Vaughn Construction, LLC -final $0.00 $(82,586.00) $0.00 $(82,586.00) release of funds from CM Contingency for work items that have been successfully purchased, or otherwise mitigated throuahout the oroiect. J. T. Vaughn Construction, LLC -final $0.00 $(18,953.00) $0.00 $(18,953.00) release of funds from Buy Out Savings for work items that have been successfully purchased, or otherwise mitigated throuahout the oroiect. J. T. Vaughn Construction, LLC -final $0.00 $(15,578.00) $0.00 $(15,578.00) release of savings due to reduced project insurance oremiums. J. T. Vaughn Construction, LLC -Fee $0.00 $(11,913.00) $0.00 $(11,913.00) reduction based on revised Contract Amount. Page 571 of 642 FORMB I PROJECT: CSPD VAUGHN CHANGE PROPOSAL NO: 261201 -0027 CONSTRUCTION QUOTATION: Final Owner Change Order No. 06 for Final Savings I Su bcon tract or I Notes II I Construction II I Manag er OCO No. 05 Partial Return of Savings Pre-con stru c ti o n Service s $ 68 ,5 19 OCO No. 05 Cost of Work $ 21,786,655 OCO No. 0 5 GC's $ 735,289 OCO No. 0 5 Insuranc es/Bonds and Permit s $ 597,269 OCO No. 05 CM Contingency $ 173,455 OCO No. 05 Owner's Contingency $ OCO No. 05 CM's Fee (2.95% of Contract Amount) $ 710,103 Post Buyout GMP Total $ 24 ,071,290 Contract Summary Final OCO No. 06 Pre -constr uction Services $ 68,51 9 Cost of Work $ 21,858,163 Cos t of Work S aving s $ (293 ,759 GC's $ 7 54,650 Insurances/Bonds and Permits $ 597,269 Insurances/Bonds and Permits Savings s (15 .5 78 CM Conting e ncy $ 82 ,586 CM Contingency Savings s (82 .586 ) CM's Fee (2 .95% of Contract Amount) $ 698 ,190 Re v ised Contrac t GMP Total $ 23,667.454 OCO 6 Pe nding Re turn of Savlnas with Fe e Credit s (403 .8 36 ) Subtotals $ (403 ,836 ) Constru c ti on Mana ger Cost _s.;.._ __ .i..(4:.:0.::.3·:.:8.::.:l6~·) Subcontractor Cost _S.;.._ ____ _ 2.95% Fe e Included Above TOTAL FOR THIS ITEM ===(=40=3=.8=36=) TIME EXTENSION TO CONTRACT: 0 Days Submitted Date: 4/30/2020 Accepted VAUGHN CONSTRUCTION B Date Proposal Valid for 15 Days Page 572 of 642 April 27, 2020 Mrs. Emily Fisher City of College Station 1101 Texas Avenue College Station, TX 77840 RE: College Station Police Department Headquarters Vaughn Project No. 261201 Work Remaining to Procure (WRP} Adjustment No. 034 Dear Mrs. Fisher: In accordance with the Work Remaining to Procure values that were submitted and approved within the best value recommendation, Vaughn Construction is making the following scope revisions. Trade Subcontractor Description Release of Work Remaining to Procure (WRP) funds for work NIA N/A items that have been successfully purchased, or otherwise mitiqated throughout the project. TOTAL VAUGHN CONSTRUCTION 242'1 Earl Rudder FWY College Station, TX 77845 Telephone: 979-260-7600 Facsimile: 979-260-7676 Amount $274,806 $274,806 The adjustment(s) noted above will be reflected in the schedule of values included with the next application for payment. Please contact me if you should have any questions. Very Truly Yours, Vaughn Construction Kevin Rosprim cc: File -w/QS Rev. 0064 www. va ugllnconstruction,com Page 573 of 642 April 27, 2020 Mrs. Emily Fisher City of College Station 1101 Texas Avenue College Station, TX 77840 RE: College Station Police Department Headquarters Vaughn Project No. 261201 Buyout Savings Adjustment No. 17 Dear Mrs. Fisher: VAUGHN GONSTRUCTIOI~ 2421 Earl Rudder FWY College Station, TX 77845 Telephone: 979-260-7600 Facsimile: 979-260-7676 This provides for the final release of Buyout Savings funds for work items that have been successfully purchased, or otherwise mitigated throughout the project. The associated costs will be credited back in a deductive Owner Change Order, which will result in a reduction of the Guaranteed Maximum Price, upon your approval. a. Buyout Savings Adjustment: #17 b. Company Name(s): NIA c. Approximate amount: ($18,953) d. Buyout Savings Amount accumulated from Bid Package 1, 2, 3, and Pre-Construction Services not required: $350,056 e. Amount Spent to Date: ($331, 103) f. Approximate Delta+/-to Buyout Savings: ($18,953) g. Amount remaining after approval of this adjustment: $0 We respectfully request your approval to proceed with the partial release of Buyout Savings to go towards a deductive Owner Change Order, which will result in a reduction of the Guaranteed Maximum Price. Yours very truly, APPROVAL: ~ City of College Station Project Manager VAUGHN CONSTRUCTION COMPANY #-- Kevin Rosprim .~~s ..2'1k(r Jr(... City of College Station City Manager Attachments: Form B CC: Project Files, Buyout Savings www.vaughnconstruction.com Page 574 of 642 Apri l 27 , 2020 Mrs. Emily Fisher City of College Station 1101 Texas Avenue Col lege Station, TX 77840 RE: College Station Police Department Headquarters Vaughn Project No . 261201 CM Contingency Adjustment No. 14 Dear Mrs. Fisher: VAUGHN COfl9.lAUCllON 2421 Earl Rudder FWY College Station, TX 77845 Telephone: 979-260-7600 Facsimile: 979-260·7676 This provides for the final release of Contractor Contingency funds for work items that ha ve been successfully purchased, or otherwise mitigated throughout the project. These costs will be credited back in a deductive Owner Change Order, which w ill result in a reduction of the Guaranteed Maximum Price. The associated costs will be deducted from Contractor's Contingency and applied towards Owner Change Order #6 upon your approval. Final release of Contractor Contingency funds associated with CSPD Project: a. CM Adjustment: #14 b. Company Name(s): J.T. Vaughn Construction, LLC c. Approximate amount: $14,304 d . GMP Budgeted Amount: $494,088 e. Budget Amount Spent to Date: ($411,502) f. Approximate De lta +/-to Contingency: ($-82,586) g. Amount remaining after approva l of this adjustment: $0 We respectfully request your approval to proceed with th is credit to the City of College Station . Yours very truly, APPROVAL: VAUGHN CONSTRUCTION COMPANY ~ City of College Station Kevin Rosprim .~ Jtifeo ~\YOtCOtt eg~ C471.s. City Manager Attachments: Form B CC: Project Fi les, CM Contingency www .vaughncon s truction.com May 14, 2020 Item No. 5.6. Comprehensive Plan by amending the Thoroughfare Plan in the College Station extra- territorial jurisdiction by modifying the alignment of a future minor arterial to the northeast between Koppe Bridge Road and Clay Pit Road Sponsor:Jason Schubert Reviewed By CBC:Planning & Zoning Commission Agenda Caption:Public Hearing, presentation, discussion, and possible action regarding an ordinance amending the Comprehensive Plan by amending the Thoroughfare Plan in the College Station extra-territorial jurisdiction by modifying the alignment of a future minor arterial to the northeast between Koppe Bridge Road and Clay Pit Road and by removing a future minor collector between the Meadow Creek Subdivision and Minter Springs Road. Relationship to Strategic Goals: Improving Mobility Recommendation(s): The Planning & Zoning Commission will hear this item on May 7, 2020. A written Final Report of the Commission will be provided to the City Council. Staff recommends approval. Summary: This proposed amendment revises the Thoroughfare Plan in the College Station extra- territorial jurisdiction (ETJ) in two ways. The first amendment proposes to modify the alignment of a future minor arterial between Koppe Bridge Road and Clay Pit Road to the northeast. The second amendment proposes to remove a future minor collector between the Meadow Creek Subdivision and Minter Springs Road. These amendments have been initiated by City staff as refinements to the Thoroughfare Plan and are in collaboration with the County Engineer in the Brazos County Road and Bridge Department. The first amendment is necessary as the proposed alignment varies more than 1,000 feet from the existing alignment, which is the maximum the Unified Development Ordinance (UDO) allows staff the discretion to consider administratively. It seeks to reduce the amount of significant floodplain crossings, utilize more right-of-way of existing roadways, and limit the overall impact to existing developed properties. The second amendment removes a future minor collector to be more in keeping with the broader spacing of thoroughfares in the more rural context of the College Station ETJ. A public information meeting was held at Greens Prairie Elementary on March 4, 2020. There were 47 property owners and residents that attended to learn more of the proposed amendments and provide feedback. REVIEW CRITERIA 1. Changed or changing conditions in the subject area: The subject area is rural in character in the College Station in ETJ and has been developing slowly over decades with acreage lots. The proposed amendments seek to refine the Thoroughfare Plan to be more keeping with the overall rural character and reduce the impact of the future transportation network on the built and natural environment in this area of Brazos County. A future arterial corridor was placed on the Thoroughfare Plan along the western portion of Brazos Page 575 of 642 County with the adoption of the Comprehensive Plan in 2009. It was originally classified as a future major arterial and was anticipated to serve as part of a future loop in west Brazos County around College Station. The Bryan/College Station Metropolitan Planning Organization (BCS MPO) adopted a 2050 BCS MPO Thoroughfare Concept in 2017. With that adoption, the thoroughfare was reclassified to a minor arterial as a freeway loop was envisioned to extend further west across the Brazos River into Burleson County. College Station updated the City Thoroughfare Plan in November 2017 to reflect changes based on the 2050 BCS MPO Thoroughfare Concept. As part of due diligence for the potential development of an acreage lot subdivision currently called Thousand Oaks Ranch, new data was provided by the developer with more detailed contours and estimated floodplain boundaries in this area. This information resulted in the proposed refinement of the future minor arterial alignment to reduce the amount of floodplain crossings and increase the viability of the future thoroughfare being connected through in the long-term. The alignment is proposed to be moved more than 1,000 feet so exceeds the authority provided by the UDO to consider the change administratively. The proposed alignment was created in collaboration with the County Engineer for Brazos County and with the potential development that needs to determine its location to create a subdivision layout of streets and lots. The future minor collector between the Meadow Creek Subdivision and Minter Springs Road was placed on the Thoroughfare Plan with the adoption of the Comprehensive Plan in 2009. After the completion of the Meadow Creek Subdivision, conditions in this area have generally remained the same. 2. Compatibility with the existing uses, development patterns, and character of the immediate area concerned, the general area, and the City as a whole: New thoroughfares are generally constructed as new developments subdivide tracts of land and extend a thoroughfare in the conceptual alignment depicted on the Thoroughfare Plan. Thoroughfare alignments are refined and finalized as private development performs engineering studies in association with a new subdivisions. Regardless of the classification on the Thoroughfare Plan, thoroughfares that are built outside the City limits are constructed as rural collectors. These are two-lane rural roadways that have 30-feet wide pavement and bar ditches for drainage on each side. The future minor arterial is proposed to be relocated to the northeast to diminish the extent of significant floodplain crossings. The Thousand Oaks and Quarter Horse Ranch Addition Subdivisions also create a continuous line of subdivided property in which the future minor arterial would need to eventually pass through in order to create the longer thoroughfare corridor that is planned. In moving the existing conceptual alignment, it will no longer be placed on, or adjacent to, some properties while now being placed on, or adjacent to, other properties. The developed lots along the proposed alignment are generally larger, up to 20 acres, than the existing alignment of developed lots including those around 5 acres in size. The proposed alignment also utilizes some existing right-of-way of Windy Ryon Road and Minter Springs Road which helps reduce the amount of private property needed for the roadway to be extended over time. While the proposed alignment impacts different properties, it is considered to impact private property overall to a lesser extent. The future minor collector is proposed to be removed as the anticipated future rural character of this area does not necessitate the amount of thoroughfares that are planned. A rule of thumb in Page 576 of 642 transportation planning practice is that collectors are placed at ¼-mile intervals. This future minor collector is roughly spaced on ¼-mile intervals to the adjacent thoroughfares though the traffic demand will be much lower in rural context outside the City limits than typical urban and suburban scale developments within the City limits. The future minor collector is planned over a shorter distance and is not anticipated to have significant traffic volumes in its context. In addition, a portion crosses subdivided property that is less likely to further subdivided in the future to extend the thoroughfare. 3. Impact on environmentally sensitive and natural areas: This subject area is in the western portion of Brazos County within two miles of the Brazos River. One intent of the Thoroughfare Plan amendments is to reduce the length and significance of floodplain and drainage crossings which generally become larger in closer proximity to the Brazos River. While future construction of the thoroughfares and the surrounding area impact the natural environment, the proposed amendments are anticipated to impact environmentally sensitive and natural areas to a lesser extent. 4. Impacts on infrastructure including water, wastewater, drainage, and the transportation network: The main purpose of realigning the future minor arterial is to refine the alignment such that it is more feasible to be constructed in the long-term. Two floodplain crossings along the existing alignment of the future minor arterial are offsite of the proposed development and range around 700-800 feet each. These crossings will necessitate expensive bridge and culvert infrastructure likely to be constructed as a future County project with tax payer funds. The proposed alignment crosses floodplains further upstream which helps the crossing be less significant and places one of them within the development. New thoroughfares are generally constructed with developments as they occur. As it is located outside the College Station City limits, public roadways that are constructed become owned and maintained by Brazos County. 5. Consistency with the goals and strategies set forth in the Comprehensive Plan: The proposed amendments are consistent with the goals and strategies of the Comprehensive Plan. The goal for the Transportation Chapter of the Comprehensive Plan is “College Station strives for improved mobility through a safe, efficient, and well-connected multi-modal transportation system designed to be sensitive to the surrounding land uses.” The proposed amendment refines the alignment of the future minor arterial to be located where future extension is more feasible and though it could impact some properties more it lessens the overall impact to surrounding land uses. Removal of the future minor collector will still allow a transportation network sufficient to accommodate the long-term traffic demands for this portion of Brazos County. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Ordinance 2.Thoroughfare Plan Amendment Exhibit 3.Vicinity Map 4.Background Information Page 577 of 642 Ordinance Form 8-14-17 ORDINANCE NO. ________ AN ORDINANCE OF THE CITY OF COLLEGE STATION, TEXAS, AMENDING THE COLLEGE STATION COMPREHENSIVE PLAN BY AMENDING THE THOROUGHFARE PLAN IN THE COLLEGE STATION EXTRA-TERRITORIAL JURISDICTION BY MODIFYING THE ALIGNMENT OF A FUTURE MINOR ARTERIAL TO THE NORTHEAST BETWEEN KOPPE BRIDGE ROAD AND CLAY PIT ROAD AND BY REMOVING A FUTURE MINOR COLLECTOR BETWEEN THE MEADOW CREEK SUBDIVISION AND MINTER SPRINGS ROAD; 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 “College Station Comprehensive Plan” is hereby amended by amending a portion of the Thoroughfare Plan by adding Subsection C.4.n, Thousand Oaks Ranch area, thereto as set out in Exhibit “A” attached hereto and made a part hereof. PART 2:That the “College Station Comprehensive Plan” is hereby amended by amending a portion of the Thoroughfare Plan as set out and depicted in Exhibit “B” attached hereto and made a part hereof. PART 3: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 4:That this Ordinance shall take effect immediately from and after its passage. PASSED, ADOPTED and APPROVED this 14th day of May, 2020. ATTEST:APPROVED: ______________________________________________________________ City Secretary Mayor APPROVED: ___________________________ City Attorney Page 578 of 642 ORDINANCE NO.________Page 2 of 8 EXHIBIT A That Ordinance No. 3186 adopting the “Comprehensive Plan of the City of College Station” as amended, is hereby amended by amending a portion of the Thoroughfare Plan by adding subsection C.4.n to Exhibit “A” of said plan for Exhibit “A” to read in its entirety as follows: “EXHIBIT ‘A’ A.Comprehensive Plan The College Station Comprehensive Plan (Ordinance 3186) is hereby adopted and consists of the following: 1.Introduction; 2.Community Character; 3.Neighborhood Integrity; 4.Economic Development; 5.Parks, Greenways & the Arts; 6.Transportation; 7.Municipal Services & Community Facilities; 8.Growth Management and Capacity; and 9.Implementation and Administration. B.Master Plans The following Master Plans are hereby adopted and made a part of the 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.East College Station Transportation Study dated May 2005; 5.Bicycle, Pedestrian, and Greenways Master Plan dated January 2010; 6.Central College Station Neighborhood Plan dated June 2010; 7.Eastgate Neighborhood Plan dated June 2011; 8.Parks, Recreation and Open Spaces Master Plan dated July 2011; 9.Southside Area Neighborhood Plan dated August 2012; 10.Medical District Master Plan dated October 2012; 11.Wellborn Community Plan dated April 2013; 12.Economic Development Master Plan dated May 2020; 13.South Knoll Area Neighborhood Plan dated September 2013; 14.The Water System Master Plan dated April 2017; and 15.The Wastewater System Master Plan dated April 2017. C.Miscellaneous Amendments The following miscellaneous amendments to the College Station Comprehensive Plan are as follows: Page 579 of 642 ORDINANCE NO.________Page 3 of 8 1.Text Amendments: a.Chapter 2 “Community Character,” “Growth Areas” by amending the text regarding Growth Area IV and Growth Area V – Ordinance 3376, dated October 2011. b.Chapter 6 “Transportation” by amending the text regarding Complete Streets, Context Sensitive Solutions, Minimum Length and Additional Right-of-Way for Turn Lanes at Intersections, and Right-of-Way for Utilities – Ordinance 3729, dated December 10, 2015. c.Chapter 2 “Community Character,” Chapter 3 “Neighborhood Integrity,” Chapter 4 “Economic Development,” Chapter 5 “Parks, Greenways, and the Arts,” and Chapter 7 “Municipal Services and Community Facilities” by amending the text based on the recommendation of the Comprehensive Plan Five-Year Evaluation & Appraisal Report – Ordinance 3730 dated December 10, 2015. d.Chapter 8 “Growth Management & Capacity” by amending the text based on recommendations from the Annexation Task Force – Ordinance 3766, dated April 28, 2016. e.Chapter 1, Section 10; Chapter 5, Section 1; Chapter 5, Section 4; Chapter 8, Section 17; and Chapter 9, Section 3; by amending the text – Ordinance 3951, dated October 12, 2017. 2.Future Land Use and Character Map Amendment: a.301 Southwest Parkway – Ordinance 3255, dated July 2010. b.Richards Subdivision – Ordinance 3376, dated October 2011. c.Earl Rudder Freeway at University Oaks – Ordinance 3465, dated November 19, 2012 d.1600 University Drive East – Ordinance 3535, dated November 14, 2013. e.2560 Earl Rudder Freeway S. – Ordinance 3541, dated December 12, 2013. f.13913 FM 2154. – Ordinance 3546, dated January 9, 2014. g.2021 Harvey Mitchell Parkway – Ordinance 3549, dated January 23, 2014. h.1201 Norton Lane – Ordinance 3555, dated February 27, 2014. i.3715 Rock Prairie Road West – Ordinance 3596, dated August 25, 2014. j.4201 Rock Prairie Road – Ordinance 3670, dated July 9, 2015. k.The approximately 40 acres of land generally located east of FM 2154 (aka Wellborn Road), south of the Southern Trace Subdivision, west of State Highway 40 (aka William D. Fitch Parkway), and north of Westminster Subdivision – Ordinance 3731, dated December 10, 2015. l.The approximately 120 acres of land generally located south of Barron Cut-Off Road, west of WS Phillips Parkway, north of the Castlegate II Subdivision, and east of the Wellborn Community – Ordinance 3732, dated December 10, 2015. m.The approximately 900 acres of land generally located south of Greens Prairie Road West, east of the Sweetwater Subdivision, and north of Arrington Road – Ordinance 3733, dated December 10, 2015. n.The approximately 17.788 acres of land generally located at the corner of Turkey Creek Road and Raymond Stotzer Parkway frontage road.– Ordinance 3752, dated March 10, 2016. Page 580 of 642 ORDINANCE NO.________Page 4 of 8 o.The approximately 9 acres of land generally located north of the Crossroad Woods Subdivision near the intersection of Wellborn Road (FM 2154) and Greens Prairie Trail – Ordinance 3779, dated June 9, 2016 p.The approximately 16 acres located at 8607 Rock Prairie Road, generally located at the north of Rock Prairie Road and west of William D. Fitch Parkway – Ordinance 3794, dated August 11, 2016. q.The approximately 14.25 acres of land located at 2501 Earl Rudder Freeway South, generally located north of North Forest Parkway and south of Raintree Drive, along the east side of Earl Rudder Freeway South – Ordinance 3799, dated August 25, 2016. r.The approximately 7 acres of land located along the south side of State Highway 30, south of Veterans Memorial Park – Ordinance 3828, dated October 27, 2016. s.The approximately 58 acres of land generally located along the east side of State Highway 6 South, north of W.D. Fitch parkway and south of the future Pebble Creek Parkway extension –Ordinance 3830, dated October 27, 2016. t.The approximately 2 acres of land generally located on Corsair Circle north of Pavilion Avenue – Ordinance 3846, dated December 8, 2016. u.The approximately 18 acres of land generally located at the southeast corner of Sebesta Road and Earl Rudder Freeway frontage road – Ordinance 3848, dated December 8, 2016. v.The approximately 6 acres of land being situated in the Pooh’s Park Subdivision, Block 1, Lots 6-14 recorded in Volume 314, Page 618 of the deed records of Brazos County, Texas, located at 204, 206, 208, 210, 212, 214, 216, 218, and 220 Holleman Drive east, more generally southwest of the intersection of Holleman Drive East and Lassie Lane by – Ordinance 3850, dated January 12, 2017. w.The approximately 6.3 acres of land generally located northeast intersection of Copperfield Parkway and Crescent Pointe Parkway - Ordinance 3859, dated February 9, 2017. x.The approximately 11.3 acres of land generally located at the southeast intersection of Earl Rudder Freeway South and Emerald Parkway – Ordinance 3875, dated April 27, 2017. y.The approximately 232 acres of land generally located south of Rock Prairie Road - Ordinance 3877, dated April 27, 2017. z.The approximately 5.96 acres of land generally located in the northeast corner of Associates Avenue and Harvey Road intersection. – Ordinance 3879, dated April 27, 2017. aa.The approximately 4.74 acres of land generally located at the corner of Harvey Mitchell Parkway South and Raymond Stotzer Parkway – Ordinance 3882, dated May 11, 2017. bb.The approximately 3.2 acres of land generally located east of Copperfield Parkway and south of Harvey Road. – Ordinance 3884, dated May 11, 2017. cc.The approximately 3.34 acres of land generally located north of Raintree Drive along Earl Rudder Freeway South – Ordinance 3901, dated July 27, 2017. dd.The approximately 12.5 acres generally located west of Earl Rudder Freeway South along Harvey Mitchell Parkway – Ordinance 3903, dated July 27, 2017. Page 581 of 642 ORDINANCE NO.________Page 5 of 8 ee.Approximately 100 acres located along the east side of State Highway 6, south of The Business Park at College Station and north of the Texas World Speedway property- Ordinance 3906, dated July 27, 2017. ff.Approximately 1.7 acres of land being generally located at 12055 FM 2154 - Ordinance 3921, dated August 24, 2017. gg.Approximately 11 acres of land being generally located at 8822 Burgess Lane and near the east intersection of State Highway 47 and Raymond Stotzer Parkway – Ordinance 3965, dated December 14, 2017. hh.Approximately 29 acres of land being generally located at the west intersection of William D Fitch Parkway and Rock Prairie Road – Ordinance 3989, dated February 22, 2018. ii.Approximately 11.1 acres of land being generally located on the west side of Turkey Creek Road, approximately 500 feet south of HSC Parkway- Ordinance 4036, dated August 23, 2018. jj.Approximately 7.37 acres of land being generally located on the west side of FM2154, approximately 500 feet south of Barron Cut-Off Road – Ordinance 4066, dated January 10, 2019. kk.Approximately 13 acres of land being generally located at 1402 and 1404 Bird Pond Road – Ordinance 4090, dated April 25, 2019. ll.Approximately 1.3 acres of land being generally located generally located southwest of the intersection of Greens Prairie Road West and White’s Creek Lane – Ordinance 4103, dated June 27, 2019. mm.Approximately 8.7 acres of land generally located at 2709 Texas Avenue South – Ordinance 4121, dated September 12, 2019. nn.Approximately 1.3 acres of land generally located at 3030 University Drive East – Ordinance 4122, dated September 12, 2019. oo.Approximately 2.3 acres of land generally located on the south side of Harvey Mitchell Parkway South, approximately 80 feet east of the intersection with Dartmouth Street- Ordinance 4137, dated November 14, 2019. pp.Approximately 1.8 acres of land generally located at 12925 & 12965 FM 2154, - Ordinance 4145, dated December 10, 2019. 3.Concept Map Amendment: a.Growth Area IV – Ordinance 3376, dated October 2011. b.Growth Area V – Ordinance 3376, dated October 2011. 4.Thoroughfare Map Amendment: a.Raintree Drive – Ordinance 3375, dated October 2011. b.Birkdale Drive – Ordinance 3375, dated October 2011. c.Corsair Circle – Ordinance 3375, dated October 2011. d.Deacon Drive – Ordinance 3375, dated October 2011. e.Dartmouth Drive – Ordinance 3375, dated October 2011. f.Farm to Market 60 – Ordinance 3375, dated October 2011. g.Southwest Parkway – Ordinance 3375, dated October 2011. Page 582 of 642 ORDINANCE NO.________Page 6 of 8 h.Cain Road extension –Ordinance 3639, dated February 26, 2015. i.Update to Chapter 6 Maps- Ordinance 3729, dated December 10, 2015. j.South College Station Mobility Study – Ordinance 3827, dated October 27, 2016. k.Pavilion Avenue extension --Ordinance 3885, dated May 11, 2017. l.Future Minor Collector realigned to Harpers Ferry Road along Arrington Road – Ordinance 3949, dated October 12, 2017. m.2017 Thoroughfare Plan update to Map 6.6 – Ordinance 3962, dated November 20, 2017. n.Thousand Oaks Ranch area 5.Bicycle, Pedestrian and Greenways Master Plan Amendment: a.Cain Road extension – Ordinance 3639, dated February 26, 2015 b.Update to Maps 5.4 and 5.5-- Ordinance 3729, dated December 10, 2015. c.South College Station Mobility Study – Ordinance 3827, dated October 27, 2016. d.Update to Maps 5.4 and 5.5 – Ordinance 3877, dated April 27, 2017. e.2017 Thoroughfare Plan update to Maps 5.4 and 5.5 – Ordinance 3962, dated November 20, 2017. f.2018 Bicycle, Pedestrian, and Greenways Master Plan Update to Maps 5.4, 5.5, 7.1, 7.2, 7.3, and 7.4 –Ordinance 4009, dated May 14, 2018. 6.Parks and Recreation Master Plan Amendment: a.Update to Map B/College Station Neighborhood Park Zone, to Map C/College Station Community Park Zone Map and to the text of Section 2 “Current Conditions and Trends,” subsection “Park Land,” paragraph five relating to said maps- Ordinance 3951, dated October 12, 2017. 7.Community and Neighborhood Plan Amendment: a.Eastgate Neighborhood Plan, Chapter 1 - Community Character, “Site Development Area 1 – Lincoln Avenue” – Ordinance 3956, dated November 9, 2017. D.General 1.Conflict. All parts of the College Station 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. 2.Purpose. The Comprehensive Plan is to be used as a guide for growth and development for the entire City and its extra-territorial jurisdiction (“ETJ”). The College Station Comprehensive Plan depicts generalized locations of proposed future land-uses, including thoroughfares, bikeways, pedestrian ways, parks, greenways, and waterlines that are subject to modification by the City to fit local conditions and budget constraints. Page 583 of 642 ORDINANCE NO.________Page 7 of 8 3.General nature of Future Land Use and Character. The College Station Comprehensive Plan, in particular the Future Land Use and Character Map found in A.3 above and any adopted amendments thereto, shall not be nor 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 College Station Comprehensive Plan, including the Thoroughfare Plan, Bicycle, Pedestrian, and Greenways Master Plan, Central College Station Neighborhood Plan, Water System Master 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 bikeways, greenways, thoroughfares, pedestrian ways, waterlines and sewer lines that are a part of the College Station Comprehensive Plan may be relocated by the City 1,000 feet from the locations shown in the 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 584 of 642 ORDINANCE NO.________Page 8 of 8 EXHIBIT “B” That the “Comprehensive Plan of the City of College” is hereby amended by amending a portion of the Thoroughfare Plan as follows: Page 585 of 642 Page 586 of 642 CITY OF Cm.LEGE STATION PLANNING & DEVELOPMENT EXISTING PROPOSED PROPOSED THOROUGHFARE PLAN AMENDMENT -THOUSAND OAKS RANCH qp FREEWAY -EXISTING I PROPOSED qp MINOR ARTERIAL -EXISTING I PROPOSED r::::i/p 6 LANE MAJOR ARTERIAL -EXISTING I PROPOSED r::::i/p MAJOR COLLECTOR -EXISTING I PROPOSED ::::::::Jo 4 LANE MAJOR ARTERIAL -EXISTING I PROPOSED Cl= MINOR COLLECTOR -EXISTING I PROPOSED Realign future minor arterial to the northeast. Remove future minor collector. Page 587 of 642 0 1.25 \ \ ' ' ' ' 2.5 Miles ' ' .... -... --\ \ '\ ' ' ' ' ' .... t' ' ' -' ' \ ' ii ( I :-_,. ' \ I ..... "' J ,, .. ,,. I ..... ,, ' '\ \ \ \ \ ' ( \ \ \ ' I I I I I I I his product is for informational purposes and may not have been prepared for or be suitable for legal , engineering , or surveying purposes. It does not represent-an on-the-ground survey and represents only the approximate relative location of property boundaries. o warrant is made b the Cit of Colle e Station re ardin s ecific accurac or com leteness. ~ NORTH BACKGROUND INFORMATION NOTIFICATIONS Advertised Commission Hearing Date: May 7, 2020 Advertised Council Hearing Date: May 14, 2020 The following neighborhood organizations received a courtesy letter of notification of this public hearing: Meadow Creek Subdivision HOA Public Meeting: A public information meeting for property owners and area residents was held on March 4, 2020 at Greens Prairie Elementary. There were 47 property owners and residents that attended the meeting to learn more about the proposed amendments and provide feedback. Property owner notices mailed: 56 Attendees at March 4, 2020 public meeting:47 Other contacts at the time of this report:14 ADJACENT LAND USES Direction Comprehensive Plan Zoning Land Use North Rural N/A Rural, acreage single- family South Rural N/A Rural, acreage single- family East Rural N/A Rural, acreage single- family West Rural N/A Rural, acreage single- family DEVELOPMENT HISTORY Annexation: N/A (ETJ) Zoning:N/A (ETJ) Final Plat:N/A Site development:N/A Page 588 of 642 May 14, 2020 Item No. 5.7. Ordinance changing the zoning district boundary from R Rural and PDD Planned Development District to BP Business Park on approximately 6 acres of land located at 8822 & 8850 Burgess Lane. Sponsor:Rachel Lazo 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 R Rural and PDD Planned Development District to BP Business Park on approximately 6 acres of land located at 8822 & 8850 Burgess Lane. Relationship to Strategic Goals: Diverse & Growing Economy Recommendation(s): The Planning & Zoning Commission heard this item at their May 7, 2020 Regular meeting. A written Final Report of the Planning & Zoning Commission will be available at the City Council meeting. Staff recommends approval of the rezoning. Summary: The applicant is requesting to rezone the subject property from PDD Planned Development District and R Rural to BP Business Park. A Preliminary Plan was approved in April 2020 as the first step towards developing the subject tract and surrounding properties as part of the proposed Fujifilm campus expansion. REZONING REVIEW CRITERIA 1. Whether the proposal is consistent with the Comprehensive Plan: The subject lot is designated Business Park on the Comprehensive Plan Future Land Use and Character Map and is also located in the Presidential Corridor Gateway District. The Comprehensive Plan describes Business Park as areas that include office, research and development, or industrial uses planned and developed as a unified project. This area was identified in the Comprehensive Plan as one that should focus on accommodating businesses including research and development, office, and light industrial. These uses should build on the assets existing in the area while protecting and enhancing this primary gateway into the City. In addition, the City’s Economic Development Master Plan states that “land use and planning regulations should provide adequate opportunities to respond to market opportunities” as it relates to supporting and stimulating biotechnology research and advanced manufacturing. The proposed zoning district is consistent with the existing uses in the nearby area, such as Fujifilm and Viasat. 2. Whether the uses permitted by the proposed zoning district will be appropriate in the context of the surrounding area: The subject area is directly adjacent to the Biocorridor, which allows for various office, research and development, and industrial uses. The present Planned Development District zoning currently allows for all Business Park uses, however, the associated concept plan places design limitations that inhibit the proposed campus design of the upcoming Fujifilm campus Page 589 of 642 expansion. The proposed zoning district will further the Comprehensive Plan’s goal for unified development and provide additional opportunities to support primary job creation. 3. Whether the property to be rezoned is physically suitable for the proposed zoning district: The size and location of the subject property is suitable for business park uses. The site meets the minimum dimensional standards fro the Business Park zoning district. The tract is relatively flat in nature and will take shared access to Burgess Lane, which connects to the Raymond Stotzer Frontage road. 4. Whether there is available water, wastewater, stormwater, and transportation facilities generally suitable and adequate for uses permitted by the proposed zoning district: There is an existing 18-inch water main to the northeast of the property, which will need to be extended to and through the property to provide water service. The sanitary service for this property will be provided by the City of Bryan and is located along the northwest property line. Drainage and other public infrastructure required with site development shall be designed and constructed in accordance with the BCS Unified Design Guidelines. Existing infrastructure appears to be adequate for the proposed use at this time. The subject tract has frontage to Burgess Lane, which is a private roadway. A traffic impact analysis (TIA) was not required with the rezoning request as the amount of acreage falls below the threshold to require one. At the time of site plan, TxDOT may require a right-turn deceleration lane from the FM 60/SH 47 Frontage Road into Burgess Lane depending upon the traffic generation proposed with the site. It is anticipated a portion of Burgess Lane will be reconstructed at the time of development and dedicated as a public street to provide public access to the adjacent tracts along its frontage. 5. The marketability of the property: The tract is currently marketable with its current PDD zoning, but the present uses, rural manufactured home sites and self-storage, are not appropriate for its location. Rezoning the property will maintain its marketability and provide flexibility in design. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Ordinance 2.Rezoning Exhibit 3.Background Information 4.Vicinity Aerial and Small Area Maps Page 590 of 642 Ordinance Form 08-27-19 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 FROM R RURAL AND PDD PLANNED DEVELOPMENT DISTRICT TO BP BUSINESS PARK ON APPROXIMATELY 6 ACRES OF LAND LOCATED AT 8822 & 8850 BURGESS LANE 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 ($2,000) for a violation of fire safety, zoning, or public health and sanitation ordinances, other than the dumping of refuse. Each day such violation shall continue or be permitted to continue, shall be deemed a separate offense. PART 4:This Ordinance is a penal ordinance and becomes effective ten (10) days after its date of passage by the City Council, as provided by City of College Station Charter Section 35. Page 591 of 642 ORDINANCE NO. ____________Page 2 of 5 Ordinance Form 08-27-19 PASSED, ADOPTED, and APPROVED this ______ day of ______________________, 20__. ATTEST:APPROVED: __________________________________________________________ City Secretary Mayor APPROVED: _______________________________ City Attorney Page 592 of 642 ORDINANCE NO. ____________Page 3 of 5 Ordinance Form 08-27-19 Exhibit A That Appendix A “Unified Development Ordinance,” Article 4 “Zoning Districts,” Section 4.2, “Official Zoning Map” of the Code of Ordinances of the City of College Station, Texas, is hereby amended as follows: The following property is rezoned from R Rural and PDD Planned Development District to BP Business Park: Page 593 of 642 ORDINANCE NO. ____________Page 4 of 5 Ordinance Form 08-27-19 Page 594 of 642 ~IARJORIE E. CROUCH RECORDED IN vowr.m 365, PAG E 249 OF THE DEED REC'ORDS OF BRAZOS COU?-;Tf'Y. rexAS; nu:~ce: S 42° 2S' 47" \It' ALONG THE SOUTHEAST LINE OF SAID 0.47 Atltli: TRACT AND nIB ~'ORTHWESTLINEOFSAIDREMA.INO~ROF2.00ACRS11tACf(3611249)FORADISTANCBOF205.l7F&ET TO A 112 lNCH tRON ROD \\l'J 'l''H l'LASTICCAP STMfPED 'KERR 4502' FOUND ON THE NOlt'nfl:!AST Ll.N'S OF A CAU..EO.S.591 ACRETRACTOf'LA..'\DAS P ESCRIDIID BY A Ol:."ED'l'OAORIAN G.J.fACOONALD. JR. RECORDED IN VOL.U'MJi 1 55$~ PAGE 98 Of' ncB OFFICIAL PUBL(C RECORDS Of BRAZOS COUNTY, TEXA5> ~lARKlNG THE SOOJ1{ OOR..'\.ER. OF SAl.DOA7 ACRE TRACI'; Tllt.'iCf~ N 41° 3&' 39"' \\'ALONG n£E NORTI:CEAST LJNE OF SAID S.591 ACRE TR.ACT AND THE SOlf'llfWEST'UNE OFSAID (),41 ACRP. TRACT AND SAtD2.00 ACRETR.ACT(4~61/39) PORA DISTANCE OF $19.0J F'EBT (Df!,EDCAU: N 45•2 1 • 00" W -524.00 FEET, 456Ll39 &6431/234) TO AN 3 INCH FENCi:: l'OS'I' FOUNl> , ... !ARKING nm \VEST OORNER OF Si\ID 2.00 ACRE 'l'RACT AND THE sourn CORNER OF A CALLED ().55 ACRE TRAC'r OF LAND AS DESCRCBEO DY A DEED TO nm CITY OF BRYAN RECOJU>ED f.N VOUJ).ffi 11256, PAGE 87 OF nr.e OFFIClAL PUBUC REOOROO Of' BRAZOS COUNTY, TEXAS (FOR REFERENCE, A 112 INCH (RON ROD \VJTH CAP SfA)CPEO 'RPLS 2183' FOUND 1'tA RK ING n n; NOR'l'li COR..\IER Of SAID 5.S91 ACRE11t.ACT BEARS: N 46°06. 34" W fORA OlS'l'A?-..'CBOF36.?I FEE1); TJJ£NCR: N 41° 55' 33" £ALONG THE NORTH\VEST LINE OF S..\10 2.00 ACRE TRACT. SAID 0.90 ACRB TRACT AND SAID 3-.()()ACR.ETRACTFOR A T0 TAL .UISTANCE OF641.17 FEET(DEED CALL JJGAJ.lL'Ki: N 45 ~07' 00 .. E, 4561J39) (Of:&> CAU. BEARING: N 42° 56' 28"' e, 4-0lJJ')I) TO A SJS INO I IRON ROO \Vl'l'H CAf> s1·AM'Jt£0 ·JONES&. CARTER CORNER' FOUND MARK IN'O ·rn:s NOK'l'H CORN'.ER OF SAID 3.00 ACRE TRACT (FOR REJlJIRENCF., A 6 !~'CH t&NCE OOR.NER POST FOUND BEARS; S tS° 14' JS' W FOR A DlSTANCEOF 237 FEE1); n&Et\CR: S 32°50' 08" l?ALONGTIIECO?-CMON LINEOFSAIDJ.OOACR.E TRA<'..'T AND SAID REMAINDER 0 1) 324.83 ACRE TRACT FORA DlSTAi."''Cl:;OF ~1 .56 YLO:Jrr (0€&>CAU.: S30" 30' 00-E-88.70 FEET, 4$61139) (DE.ED CAU.: S JJ ~ 44' 06~ B-90.9S FBET'. 4023/91) TO A 30 CNCH POST OAK Tl.Um FOUND IN FENCE: TEffiNCE: s 4$026' 51" f.C(), ... ~NUING ALONG SAID COM'.MON LINE FORA PtST>\NCE OF 161.98 fl'l!l r r (DEED CALL: S42'° S2' 00"' E -268A0 F'EET, 4$6)/J9)(0 EJ:;D CALL 13EARJN'0: S.tj.11 21' 21 .. £, 4023,A)J)TOntE POlN'I OE REGIN"Nl'NG CONTAINl!'«i 5.913 AClU!S OF LAND AS SURVBYED ON TIIE GROUND DECEf\U3ER 2019. ORDINANCE NO. ____________Page 5 of 5 Ordinance Form 08-27-19 Exhibit B Page 595 of 642 BIOMEDICAL WAY BURGESS LANE (PRIVATE DRIVE) WP 47 TRACTS - 5.538 ACRES EXISTING ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) PROPOSED ZONING: BUSINESS PARK (BP) PORTION OF BURGESS LANE - 0.376 ACRES EXISTING ZONING: RURAL (R) WP 47 TRACTS - 5.538 ACRES EXISTING ZONING: PLANNED DEVELOPMENT DISTRICT (PDD) PROPOSED ZONING: BUSINESS PARK (BP) PROPOSED ZONING: BUSINESS PARK (BP) TBPE NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 www (979) 764-3900 ENGINEER: ZONING MAP WP 47 TRACT & A PORTION OF BURGESS LANE - 5.913 ACRES PLANNED DEVELOPMENT DISTRICT (PDD) TO BUSINESS PARK (BP) AND RURAL (R) TO BUSINESS PARK (BP) COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, TX 77803 (979) 268-3195 SCALE: 1" = 40' MARCH 2020 OWNER WP 47: WP 47 DEVELOPMENT LTD 8822 BURGESS LANE COLLEGE STATION, TX 77845 (936) 394-2925 LEGEND LEGEND OWNER BURGESS LANE: BRYAN COMMERCE & DEVELOPMENT INC P.O. BOX 1000 BRYAN, TX 77845 (979) 209-5130 VICINITY MAP NOT TO SCALE STA T E H W Y 4 7HSC PKWY B I OM E D I C A L W A Y STATE H W Y 47 BURGESS LANE Page 596 of 642 BACKGROUND INFORMATION NOTIFICATIONS Advertised Commission Hearing Date: May 7, 2020 Advertised Council Hearing Date: May 14, 2020 The following neighborhood organizations that are registered with the City of College Station’s Neighborhood Services have received a courtesy letter of notification of this public hearing: None Property owner notices mailed: 13 Contacts in support: None at the time of this report Contacts in opposition:None at the time of this report Inquiry contacts:None at the time of this report ADJACENT LAND USES Direction Comprehensive Plan Zoning Land Use North Business Park PDD Planned Development District Industrial South Urban PDD Planned Development District Undeveloped East Business Park R Rural Self-Storage West Business Park R Rural Undeveloped DEVELOPMENT HISTORY Annexation: 1995 Zoning: A-O Agricultural Open (upon annexation) A-O Agricultural Open renamed R Rural (2013) PDD Planned Development District (2017) Final Plat:Unplatted Site development:Self-storage and manufactured home sites Page 597 of 642 Page 598 of 642 0 1.25 ' , , \ \ \ , ; I I ,/~~ ' ' ' ' ' ' ' 2 .5 Miles .... -... -- \ \ ' ' ' ' ' ' ~ \ .i -' .... '-.• t .--,,. .. ~ ' ' \ \ \ \ \ ' I I \ \ \ \ ' I I I I I I I I I ~ NORTH Page 599 of 642 CJ.er City of College Station 0 425 WP 47 Tract Rezoning I lease REZ2020-000004 REZONING I Page 600 of 642 CJ.er City of College Station ZONING DISTRICTS (In Grayscale) Residential MF R Rural MU WE Wellborn Estate MHP E Estate WRS Wellborn Restricted Suburban RS Restricted Suburban GS General Suburban D Duplex T Town home 0 R Multi-Family Mixed-Use Manufactured Home Pk . 425 850 TRADITIONS PH 23 ( R Non-Residential NAP Natural Area Protected 0 Office SC Suburban Commercial WC Wellborn Commercial GC General Commercial Cl Commercial Industrial BP Business Park BPI Business Park Industrial C-U College and University Planned Districts P-MUD Planned Mixed-Use Dist. POD Planned Develop . Dist. Design Districts WPC Wolf Pen Creek Dev. Car. NG-1 Core Northgate NG-2 Transitional Northgate NG-3 Residential Northgate IA •Feet 11 WP 47 Tract Rezoning --200FT Notification Overlay Districts Retired Districts OV Corridor Ovr. R-1 B Single Family Residential ROD Redevelopment District R-4 Multi-Family KO Krenek Tap Ovr. R-6 High Density Multi-Family NPO Nbrhd . Prevailing Ovr. C-3 Light Commercial NCO Nbrhd . Conservation Ovr. RD Research and Dev. HP Historic Preservation Ovr. M-1 Light Industrial M-2 Heavy Industrial I lease : : REZ2020-000004 REZONING I May 14, 2020 Item No. 5.8. Ordinance vacating and abandoning a 0.693 acre portion of the Right-of-Way of Biomedical Way, said portion lying southeast of the intersection of HSC Parkway and Biomedical Way, according to the plat of the Traditions Subdivision, Phase 23, recorded in Volume 11293, Page 184, of the Deed Records of Brazos County, Texas. Sponsor:Anthony Armstrong Reviewed By CBC:City Council Agenda Caption:Public Hearing, presentation, discussion, and possible action regarding an ordinance vacating and abandoning a 0.693 acre portion of the Right-of-Way of Biomedical Way, said portion lying southeast of the intersection of HSC Parkway and Biomedical Way, according to the plat of the Traditions Subdivision, Phase 23, recorded in Volume 11293, Page 184, of the Deed 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 right-of-way abandonment will accommodate future expansion of the adjacent Fujifilm development in the City’s Biocorridor. There are existing utilities that will require easement dedicated, and the installation of a new public turnaround facility that must be completed and constructed first in order to codify the abandonment. A final plat of the adjacent unplatted property to incorporate the abandoned ROW, dedicate the needed easements over existing utilities, and provide construction plans for the public turnaround facility are forthcoming. The 0.693 acre right-of-way is located southeast of the intersection of HSC Parkway and Biomedical Way in the City’s Biocorridor. Budget & Financial Summary: N/A Reviewed & Approved by Legal: No Attachments: 1.Ordinance 2.Ordinance Exhibit A 3.Vicinity Map 4.Location Map 5.Application Page 601 of 642 ORDINANCE NO. _________________ AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING AND ABANDONING A 0.693 ACRE PORTION OF THE 63-FOOT WIDTH RIGHT OF WAY OF BIOMEDICAL WAY, SAID PORTION LYING SOUTHEAST OF THE INTERSECTION OF HSC PARKWAY AND BIOMEDICAL WAY, ACCORDING TO THE PLAT OF THE TRADITIONS SUBDIVISION, PHASE 23, RECORDED IN VOLUME 11293, PAGE 184 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. WHEREAS, the City of College Station, Texas, has received an application from Bryan Traditions, LP, (“Applicant”) for the vacation and abandonment of a 0.693 acre portion of the 63–foot width Right-of-Way of Biomedical Way, said portion lying southeast of the intersection of HSC Parkway and Biomedical Way, according to the plat of the Traditions Subdivision, Phase 23, recorded in Volume 11293, Page 184, of the Deed Records of Brazos County, Texas, as described in Exhibit "A" attached hereto (such portion hereinafter referred to as the “Right-of-Way”); and WHEREAS, in order for Right-of-Way 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 Right-of-Way described in Exhibit "A" attached hereto and made a part of this ordinance for all purposes. 1.Abandonment of the Right-of-Way 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 Right-of-Way; 3.There is no anticipated future public need or use for the Right-of- Way; 4.Abandonment of the Right-of-Way will not impact access for all public utilities to serve current and future customers; Page 602 of 642 ORDINANCE NO. __________________Page 2 PART 2:That the Right-of-Way as described in Exhibit “A” be abandoned and vacated by the City only upon completion of the following conditions: 1.The City shall retain a public access easement over the area described in Exhibit “A” until such time that the Applicant has constructed a Public Way and Temporary Turnaround to the southwest in a form acceptable to the City. 2.The City shall retain a blanket public utility easement over the area described in Exhibit “A” until such time that the Applicant conveys by separate instrument or plat to the City a public utility easement at the location of the existing water and electrical lines, in a form acceptable to the City. PASSED, ADOPTED and APPROVED this _______ day of _________________, 2020 ATTEST:APPROVED: _________________________________________________________ TANYA SMITH, City Secretary KARL MOONEY, Mayor APPROVED: ____________________________ City Attorney Page 603 of 642 Page 604 of 642 0.693 ACRE TRACT METES AND BOUNDS DESCRIPTION OFA 0.693 ACRE TRACT JOHN H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE JOHN H. JONES SURVEY, ABSTRACT NO. 26, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE 63.00 FOOT WIDE RIGHT-OF-WAY OF BIOMEDICAL WAY ACCORDING TO THE PLAT OF THE TRADITIONS SUBDIVISION, PHASE 23, RECORDED IN VOLUME 11293, PAGE 184 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A Yi INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR4502' FOUND ON A NORTHWEST LINE OF THE REMAINDER OF A CALLED 324.83 ACRE TRACT AS DESCRIBED BY A DEED TO BRYAN COMMERCE AND DEVELOPMENT, INC. RECORDED IN VOLUME 4023, PAGE 91 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE SOUTH CORNER OF LOT 2, BLOCK I, THE TRADITIONS SUBDIVISION, PHASE 23, ACCORDING TO THE PLAT RECORDED IN VOLUME 11293, PAGE 184 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, SAID IRON ROD FOUND MARKING THE END OF THE PLATTED RIGHT-OF-WAY OF BIOMEDICAL WAY, [COORDINATES AND BEARING SYSTEM SHOWN HEREIN ARE NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT CS94-164 (Y:10207269.05, X:3541253.ll) AND AS ESTABLISHED BY GPS OBSERVATION; DISTANCES SHOWN HEREIN ARE GRID DISTANCES, TO DETERMINE SURF ACE DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOROF 1.00010131(CALCULATEDUSINGGEOID12B)]; THENCE: S 41° 51' 48" W ACROSS THE END OF BIOMEDICAL WAY FORA DISTANCE OF 63.00 FEET TO A 1/2 INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR 4502' FOUND MARKING THE SOUTH CORNER OF SAID PLATTED RIGHT-OF-WAY; THENCE: N 48° 08' 12" W ALONG THE SOUTHWEST LINE OF BIOMEDICAL WAY, SAME BEING A NORTHEAST LINE OF SAID REMAINDER OF 324.83 ACRE TRACT, FOR A DISTANCE OF 479.00 FEET TO A 1/2 INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR 4502' SET FOR THE WEST CORNER OF THIS HEREIN DESCRIBED TRACT; THENCE: N 41° 51' 48" E THROUGH SAID PLATTED RIGHT-OF-WAY FORA DISTANCE OF 63.00 FEET TO A POINT ON THE NORTHEAST LINE OF BIOMEDICAL WAY, SAME BEING THE SOUTHWEST LINE OF SAID LOT 2 (FOR REFERENCE, A 112 INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR 4502' FOUND MARI<.ING THE WEST CORNER OF SAID LOT 2 BEARS: N 48° 08' 12" W FOR A DISTANCE OF 96.00 FEET); THENCE: S 48° 08' 12" E ALONG THE NORTHEAST LINE OF BIOMEDICAL WAY FOR A DISTANCE OF 4 79 .00 FEET TO THE POINT OF BEGINNING CONTAINING 0.693 OF AN ACRE OF LAND A SURVEYED ON THE GROUND DECEMBER 2019. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4502 DATE: 03-25-2020 KERR SURVEYING, LLC I 409 N. TEXAS A VENUE, BRYAN, TEXAS 77803 979-268-31951 BRAD@KERRSURVEYING.NET I TBPELS FIRM# 10018500 1 \ \Jobs\20-132\03 Surveying\Field Notes (Metes and Bounds)\20-132 (0.693 AC).docx B I OM E D I C A L W A Y 6 3 ' R . O .W . ( 1 1 2 9 3 / 1 8 4 ) ' B U R G E S S L A N E ' (4 0 ' W I D E S T R I P O F L A N D ) B R Y A N C O MM E R C E A N D D E V E L O P M E N T I N C . C A L L E D 0 . 9 0 A C R E T R A C T T R A C T 4 , 4 0 2 3 / 7 1 N/F BRYAN COMMERCE AND DEVELOPMENT INC. PORTION OF THE REM. OF CALLED 324.83 ACRE TRACT 4023/91 POINT OF BEGINNING TRACT ONE 5.831 ACRE TRACT T R A C T TW O 0. 6 9 3 A C R E T R A C T SURVEY PLAT OF A 0.693 ACRE TRACT PORTION OF BIOMEDICAL WAY JOHN H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS P Page 605 of 642 Page 606 of 642 rv MAP I I I I I I . ............... / / / / / / / / / / / / / '< // '< / / / / / / / / / / / BIOMEDICAL WAY ROW / / / / / / / / / /' / / / / / / /' v / / / / / / / / / 035 0.07 Miles I / na l purposes and may not have been prepared for or be suitable for legal , engineering , or surveying purposes It does not represent an on-the-ground survey and repr_;,sents only t approximate relative location of property bound< Cit of Colle e Station re ardin s ecific accurac or com leteness. Page 607 of 642 Page 608 of 642FOR OFFICE USE ONLY CASE NO.: DATE SUBMITTED:------TIME: STAFF: ABANDONMENT OF PUBLIC RIGHT-OF-WAY/EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS: [8] Abandonment of Public Right-of-Way/Easement Application Fee. (Refer to the Planning and Development Fee Schedule for all applicable fees) [8] 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. [8] All exhibits processed (except for Exhibit No. 4, which will be processed by staff). [8] 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. [8] For unplatted property, a signed, sealed and dated metes and bounds description and a diagram of the property showing the location of the abandonment. [8] For platted property, a copy of the plat showing the lot, block, subdivision, and recording information. APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name Bryan Traditions, LP -Justin. Shulse Street Address 4250 S Traditions Drive E-mail jshulse@williamcoleinc.com City Bryan State TX Zip Code 77807 ---------------Phone Number 979. 704.6395 Fax Number ----------------PROPERTY OWNER'S INFORMATION (6bh owners must be identified. Please attach an additional sheet for multiple owners): Name City of College Station E-mail ----------Street Address: 1101 Texas Ave City College Station State _TX ________ Zip Code _7_78_4_0 ____ _ Phone Number 979-764-3570 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 ro f of autho "ty fi r the company's representative to sign the application on its behalf. 3/18 Page 1 of 8 The Xndersigned hereb\ makes application for the abandonment of that portion of the aboYe right-of-Za\ particXlarl\ described in E[hibit No. 1, attached. In sXpport of this application, the Xndersigned represents and Zarrants the folloZing: 1. The Xndersigned Zill hold the Cit\ of College Station harmless, and indemnif\ it against all sXits, costs, e[penses, and damages that ma\ arise or groZ oXt of sXch abandonment. 2. Attached, marked E[hibit No. 1, is a sealed metes and boXnds description of the area soXght to be abandoned, prepared b\ a Registered PXblic SXrYe\or. 3. Attached, marked E[hibit No. 2, is a cop\ of a plat or detailed sketch of that portion of the pXblic right-of-Za\/ easement soXght to be abandoned and the sXrroXnding area to the nearest streets in all directions, shoZing the abXtting lots and block, and the sXbdiYision in Zhich the aboYe described right-of- Za\/easement is sitXated, together Zith the record oZners of sXch lots. 4. Attached, marked E[hibit No. 3, is the consent of all pXblic Xtilities to the abandonment. 5. Attached, marked E[hibit No. 4, is the consent of the Cit\ of College Station staff to the abandonment. 6. Attached, marked E[hibit No. 5, is the consent of all the abXtting propert\ oZners, e[cept the folloZing: (if none, so state) TO THE MA<OR AND CIT< COUNCIL OF THE CIT< OF COLLEGE STATION: Name E-mail Street Address Cit\State Zip Code Reason consent Zas not obtained: If objecting, points of objection: Name E-mail Street Address Cit\State Zip Code Reason consent Zas not obtained: If objecting, points of objection: Name E-mail Street Address Cit\State Zip Code Reason consent Zas not obtained: If objecting, points of objection: 3/18 Page 2 of 8 N/A N/A N/A Page 609 of 642 Page 610 of 6427. 8. That there is no current public need or use for the easement or right-of-way because: e ex1stmg ut1l1t1es w1 remain and easements grante or t e a andoned rig t-o -way. Al lots adjacent to t 1s OW Abandonment will be owned by the same land owner in the future, so the public right-of-way is not needed. 9. 10. That all public utilities have access to serve current and future customers because: e ex1stmg ut11t1es w1 remam an easements grante or t e a andoned rig t-o -way. e existing ut11t1es an edicated easements can serve future customers. 11. Such public right-of-way/easement has been and is being used as follows: The public nght-ot-way 1s currently bemg used as a public street and public access. I swear that all of the information contained in this application is true and correct to the best of my knowledge and belief. STATE OF TEXAS COUTY OF BRAZOS § § § ·3 /111 /1A~o Date ACKNOWLEDGEMENT Subscribed and sworn to before me, a Notary Public, this _3 __ 1 _day of __.tfl......,_.lt""'-'-'PC ..... ~ ..... { ________ _,, 2~y Nola~~ the State of Texas 3/18 Page 3 of a Application for Abandonment of a PXblic Right-of-Wa\/Easement Location: E;HIBIT NO. 1 Attached is a sealed cop\ of the metes and boXnds description of the pXblic right-of-Za\/easement sitXated in Addition/SXbdiYision to the Cit\ of College Station, Bra]os CoXnt\, Te[as, soXght to be abandoned. 3/18 Page 4 of 8 BLRPHGLFDO WD\ ROW, CROOHJH SWDWLRQ, TH[DV TUDGLWLRQV SXEGLYLVLRQ PKDVH 23 - A PRUWLRQ RI BLRPHGLFDO WD\ ROW Page 611 of 642 Page 612 of 642 0.693 ACRE TRACT METES AND BOUNDS DESCRIPTION OFA 0.693 ACRE TRACT JOHN H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE JOHN H. JONES SURVEY, ABSTRACT NO. 26, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE 63.00 FOOT WIDE RIGHT-OF-WAY OF BIOMEDICAL WAY ACCORDING TO THE PLAT OF THE TRADITIONS SUBDIVISION, PHASE 23, RECORDED IN VOLUME 11293, PAGE 184 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A Yi INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR4502' FOUND ON A NORTHWEST LINE OF THE REMAINDER OF A CALLED 324.83 ACRE TRACT AS DESCRIBED BY A DEED TO BRYAN COMMERCE AND DEVELOPMENT, INC. RECORDED IN VOLUME 4023, PAGE 91 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, MARKING THE SOUTH CORNER OF LOT 2, BLOCK I, THE TRADITIONS SUBDIVISION, PHASE 23, ACCORDING TO THE PLAT RECORDED IN VOLUME 11293, PAGE 184 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, SAID IRON ROD FOUND MARKING THE END OF THE PLATTED RIGHT-OF-WAY OF BIOMEDICAL WAY, [COORDINATES AND BEARING SYSTEM SHOWN HEREIN ARE NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF COLLEGE STATION CONTROL MONUMENT CS94-164 (Y:10207269.05, X:3541253.ll) AND AS ESTABLISHED BY GPS OBSERVATION; DISTANCES SHOWN HEREIN ARE GRID DISTANCES, TO DETERMINE SURF ACE DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOROF 1.00010131(CALCULATEDUSINGGEOID12B)]; THENCE: S 41° 51' 48" W ACROSS THE END OF BIOMEDICAL WAY FORA DISTANCE OF 63.00 FEET TO A 1/2 INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR 4502' FOUND MARKING THE SOUTH CORNER OF SAID PLATTED RIGHT-OF-WAY; THENCE: N 48° 08' 12" W ALONG THE SOUTHWEST LINE OF BIOMEDICAL WAY, SAME BEING A NORTHEAST LINE OF SAID REMAINDER OF 324.83 ACRE TRACT, FOR A DISTANCE OF 479.00 FEET TO A 1/2 INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR 4502' SET FOR THE WEST CORNER OF THIS HEREIN DESCRIBED TRACT; THENCE: N 41° 51' 48" E THROUGH SAID PLATTED RIGHT-OF-WAY FORA DISTANCE OF 63.00 FEET TO A POINT ON THE NORTHEAST LINE OF BIOMEDICAL WAY, SAME BEING THE SOUTHWEST LINE OF SAID LOT 2 (FOR REFERENCE, A 112 INCH IRON ROD WITH PLASTIC CAP STAMPED 'KERR 4502' FOUND MARI<.ING THE WEST CORNER OF SAID LOT 2 BEARS: N 48° 08' 12" W FOR A DISTANCE OF 96.00 FEET); THENCE: S 48° 08' 12" E ALONG THE NORTHEAST LINE OF BIOMEDICAL WAY FOR A DISTANCE OF 4 79 .00 FEET TO THE POINT OF BEGINNING CONTAINING 0.693 OF AN ACRE OF LAND A SURVEYED ON THE GROUND DECEMBER 2019. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4502 DATE: 03-25-2020 KERR SURVEYING, LLC I 409 N. TEXAS A VENUE, BRYAN, TEXAS 77803 979-268-31951 BRAD@KERRSURVEYING.NET I TBPELS FIRM# 10018500 1 \ \Jobs\20-132\03 Surveying\Field Notes (Metes and Bounds)\20-132 (0.693 AC).docx E;HIBIT NO. 2 Attached is a cop\ of a plat or detailed sketch of the pXblic right-of-Za\/easement soXght to be abandoned in the aboYe- mentioned application, shoZing the sXrroXnding area to the nearest streets in all directions, abXtting lots, the block or blocks in Zhich the portion of the pXblic right-of-Za\/easement soXght to be Yacated is sitXated, and the addition or sXbdiYision in Zhich the portion of the pXblic right-of-Za\/easement soXght to be abandoned is sitXated. Also, the names of record oZners of the abXtting lots are shoZn. Application for Abandonment of a PXblic Right-of-Wa\/Easement Location: 3/18 Page 5 of 8 BLRPHGLFDO WD\ ROW, CROOHJH SWDWLRQ, TH[DV Page 613 of 642 B I OM E D I C A L W A Y 6 3 ' R . O .W . ( 1 1 2 9 3 / 1 8 4 ) ' B U R G E S S L A N E ' (4 0 ' W I D E S T R I P O F L A N D ) B R Y A N C O MM E R C E A N D D E V E L O P M E N T I N C . C A L L E D 0 . 9 0 A C R E T R A C T T R A C T 4 , 4 0 2 3 / 7 1 N/F BRYAN COMMERCE AND DEVELOPMENT INC. PORTION OF THE REM. OF CALLED 324.83 ACRE TRACT 4023/91 POINT OF BEGINNING TRACT ONE 5.831 ACRE TRACT T R A C T TW O 0. 6 9 3 A C R E T R A C T SURVEY PLAT OF A 0.693 ACRE TRACT PORTION OF BIOMEDICAL WAY JOHN H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS P Page 614 of 642 Page 615 of 642 -~--·-- CITY LIMIT LINE // / / // N/F I I I I I I BRYAN COMMERCE & DEVELOPMENT INC. 1.,.5 REM. 324.83 ACRE TRACT 4023/91 r1 I I I I I I I I I I I PUBLIC ACCESS EASEMENT PHASE 23 GREENWAY COMMON AREA 14.71 AC. /$ I I I . 60' ELECTRICAL~ EASEMENT ! ' • 20' PiPELINE 4268/43 & 208/451 I v EASEMENT I [/V (2204/162) . I I ' I I ~ ..@ L29 I I l . , I ~ ..... ,.,,, "'-.. "'°' ~ '-~20' UTILITY I I ., --::: -,:::----I EASEMENT ......_ .......... ::-· ...... :::: •, 3572/194 ........... ::-{.__ ~' EASEMENT I ----. -11""'' ~ ~~·:: I II ~ "'"--' PHASE 23 LOT 2, BLOCK 1 12.45 AC. 1¥' 20' PIPELINE r EASEMENT l ' (2204/162) >-~:;;: ~0 0::: • <( 0::: LL • 0 UN (/) ~ I ~ I ~-.. ··"'-I 7 ,....,~"~, ~ I ""---"' I ' -,~, I IQ I '-·~. ~ ~ PHASE23 ~ ~-I 20' PIPELINE EASEMENT 2394/240 PD-BC-M ~ I I I iii LOT 1, BLOCK 1 . ~ ~:-::::--. , I 7.60 AC. I ~ • ~ I i po~sc-M .; ~-........_ , ~ I I r:: ~ ~~:--...._, 60' ELEClRICAL~ I· I I ......._ .....___ ·,~ EASEMENT I I ~ ..... _ ----·~ ~," 4268/43 & 208/451 ! !I -.;t-20' UTILITY ~~ ~ •. I ...... EASEMENT " ........... '--::''::,:..., I II I IJ') 3572/194 ·-....... -.......,. ' .. , .... ~ . 1~ -......_~ ~..,... . I ~;s~~W UTILITY I 1 ~ ~"'',:::_:-t~ . !_ 1\ I 1 ···.l I[·· L22 Lia L41 PUBLIC ACCESS EASEMENT N/F BRYAN COMMERCE & DEVELOPMENT INC. REM. 324.83 ACRE TRACT 4023/91 l.,.~6 L17 0 SCALE IN FEET I l.f I I I I I I I I I I I I I I I I 100 30' SANITARY SEWER EASEMENT.~ 20' P.U.E. KAREN YVONNE DOWLING WILSON A-0 I II ii y· ... ,. -~-~, · .. I II ~ ..... , r-~----.... ._____ ·--7-3~ SANIT.ARY-SEWER-EASEMENT I I 11 1 ~~~~~~f·00_ ~-. i:: T:'~ _. __ : ~~-· -----UTILITY -------·--_j 10' CITY OF BRYAN 20' PRIVATE DRAINAGE~! 10• CITY OF BRYAN \ ~ .,,. 10, Pu', ·--1 ---..--· ··-·~---EASEMENT SANITARY EASEMENT EASEMENT SANITARY EASEMENT I I ~ :> ----.-3.5.U/1[! __ ~~I.:S1R4-g: iN~~u~a~~1 I csv SEPARArr 1NsTRUMENn 7 . I ~ <sY sEPARATE rNs.TRuMENT) ~-i--------::r===-=-=--==..._J.:::::::l _________ _ 10' PUBLIC UTILITY~ Fvtvrt"f: A~~lbN"1~'¥JsLic UTILITYA I IJ IQ I pt..frtj-p. A~~'6 "'M~ t=vrvPe l\~SIGNMt:NT r k_ VOL t 12,_BO PG._QM:Z I vo1,., !1'2-o, PG. 00'2.z.f EASEMENT I EASEMENT ' !:;: -. f 10' CITY OF BRYAN "'II SANITARY EASEMENT == -------- - - ---j -- - - - - ----==--=i_ ~I ii -=__ --CO ~~L 5f)~~~~Ni1ci:u~gr~7~/ <l>L---:::_-:..:: ----f II Flrr\IP.E AS'S'l(,NME/ll'T L38 C9 L37 -·-@-@'---=-' . --. --575.00' I ;· .1~1.1 Cl 1 -109.54" 201io·-S48" 08' 12"E -704.54' -1 ~--15' PUE BIOM EDICAL WAY 0 (BY SEPARATE INSTRUMENT) c:<'t 63, ROW ~ \lc 1 t-. ltt.00, P&• 1:10:2....-1 ~,~~~·~L22:4a-~~~::'.:":'.'.:jL"':;'<·· ·;"::::--~~-----"l""----------~~:"::::::":::::':':"'"'~":"::~-----~--.L+-----4-~ WP 47 DEVELOPMENT LTD v---23 ~ -------N48' 08' 12'W ~ 704.54' ---·-'-----1L 4561/039 I;: -I A-0 10' rusuc. v-r1c.rn' E. A< E.M E !'IT VOL. 11zeo_, f'G. 002"701 FlllV,,_E. A>~ I 6N M "'"" I I I I I I II I I I ii I 30' WATER &~I 100' X 100' TEMPORARY PUBLIC ACCESS EASEMENT {SY SEPARATE INSTRUMENT) VbL. 111.601 P". oo-z..€.5 FtnV~E AS'~lbrJME.Nf I \ SEWER EASEMENT "J I I I I l--i----2·0' PUBLIC UTILITY EASEMENT () z w Cl "' <( "' 0: Oo 0 '-.I t0 ~ <( 0 :r: ro () ~ SYLVIA & JIMMIE WELCH REV LIVING TRUST 277 /203 289/035 A-0 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. THE FOLLOWING BLANKEf EASEMENTS DO APPLY TO THIS TRACT: A. B. c. BRUSHY WATER SUPPLY CORPORATION 556/205 FERGUSON BURLESON COUNTY GAS GATHERING SYSTEM 2204/162 FERGUSON BURLESON COUNTY GAS GATHERING SYSTEM 2394/240 CERTIFICATE OF OWNERSHIP AND DEDICATION STATE OF TEXAS ) ) COUNTY OF BRAZOS ) I -;:fCAS>_n__filt.11$ki J'rl.tiidt!lf"_ of Bryon Commerce and Development, owner of the tracts shOwn on this plot, be"ing the tract of land as conveyed in the Deed Records of Brazo;=; County in Volume 4023, Page 91, and designated herein as a portion of The Traditions Subdivision, Phase 23, to the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, greenwoyS, infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. All such dedications shall be in fee Simple unless expressly provided otherwise. __ Xa.s.oo_~ie_n~tj ___________ _ ~7/'1. mme~ce. and ·e.velopment, Inc. 2...d~ V ,.,,.c::--c-7 "1 .;IOI _ _,,,,_L,2.s:.,__ __, ___ , Jn!Aft __ ~rr 3 STATE OF TEXAS ) ) COUNTY OF BRAZOS ) Before me, the unders.ig,hed authority, on this day personally appeared -~_on.._JSi'.GflS.t_i_ known to me to be the person whose name is S,ubscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideratid.n therein stated. GiveA.,.U_!lder my hand and seal on this _;(~~-day of _J!_JQt.ch_ ______ , 2D 13. --~!$_&~-------Noto pt Public, Brazos County, Texas CERTIFICATE OF THE cou:NTY CLERK STATE OF TEXAS ) ) COUNTY OF BRAZOS ) 1,_}ia,r_m_Mc.,.Quu11 __________ , county Clerk, in and for said c9unty, do hereby certify that this plat together with its certificcites of authentication was filed for record in my office ~~-bh ~~~---;;-;-_ _BprI.t=::.~. 2oli:-r~]&e-!i;;;;d!i;;~ci;;-;,1-~j]_~~~~~~-~ exas, in! Volume _jj 3--Page WITNESS my hand and official Seal, at my office in Bryan, Texas. Doc 01.153227 Vol DR 11293 LEGEND F's 184 PLAT BOUNDARY ROW LINE LOT LINE PROPERTY CORNER EXISTING EASEMENTS PUBLIC EASEMENT ~::;;~~~h~~\d COMMISSIO~ Chairman of the Planning and Zoning Commission of the City of College Station, hereby certify that the attached P.lat was duly ~nd the Commis§b,on on the cl\_ day of 20_\;.::J /l//,,1L 1.r -------~~~~.~ ..... :;;:~~---~. :---"'"'.""...:..cchai~ CERTIFICATE OF CITY ENGINEER I, --~-G1$_&'Z_ _________ , CHy Eng;neer 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. ' --~/~~~gb:~~:-~:~:n CERTIFICATE OF SURVEYOR AND/OR ENGINEER STATE OF TEXAS ) ) COUNTY OF BRAZOS ) I, Brod Kerr, Registered Public urveyor, No. 4502, in the State of Texas, hereby ce -·that this pint is true and correct and wOs prep fr~:f.in a;,tual survey of the property and that operty~s find monuments were ,, .. ~;~,_. ---~~--~z6 g~~~: ______ _ '/ Brod Kerr, R.P.L.S. No. 4502 PLAT BOUNPARY LINE TABLE LINE TABLE LINE fl LENGTH DIRECTION Ll 135.90' S24' 43' 01ffE L2 141.63' 573' 23' 31"E L3 107.64' 527" 35' 4o•E L4 103.19' S10' 44'-03"E LS 155.38' 557" 4a' 48"E l.6 59.14' 527" 32' 24"E L7 224.04' 522" 11' JO"E LB 71.07' 552' 31' 42"E L9 103.64' S24" 54' 18"E L10 66.74' 524' 03' 50"E L11 74.20' S14'.35' 46~E L12 53,62' 528' lo' 45"E L13 61.84' 541' Jo' 42"E L14 73.58' S62' 36" OB"E L15 175.54' 534' 49" 20'"E L16 120.67' 859' 07' 55"E L17 79.15' S37' 54' 05"E L18 83.97' N48' 11' 41"W L19 98.88' N27" 56' 20"W L20 109.33' N1 a· 40• 11·w L21 107.65" N31' 16' 52"W L22 104.00' N48" oa· 12·w L23 181.41' N45" 59' 26"W L24 55.07' N46" OB' 12"W L39 35.57' S21" 17' 52"E L40 165.65' 55• 46' 53"E L41 355.55' N45" 51' 23"W l OTS & ROW LINE TABLE LINE TABLE LINE# LENGTH DIRECTION L25 81.66' N31· os' 3o·w L26 104.79' N12" 04' 31•w L27 89.66' N28' 01' 33"W L2B 110.79' N64" 25' 29"W L29 40.59' N49' 04' 50"W L30 130.27' N71' 35' 47"W L31 71.56' S70' 37' 49•w L32 137.16' N65' 44' 10'"W I. L33 1BB.71' N35" 40' 5B"W L34 111.00· N31" 54' 46"W L35 160.38' N15' 53' 17~W L37 181.41' 545' 59' 28"E L3B 54.70' 548' OB' 12"E Pl AT BOUNDARY CURVE TABI E Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 19.90' 531.50" 002"06'44" 9.95' 19.90' N+7'0J'50-W C2 17.54' 468.50' 002"08'44" 8.77' 17.54' N47'03'50"W C3 38.55' 25.00' 088'21'30" 24.29' 34.65' $87'41 '03"W C4 24.71' 862.50' 001'38'30" 12.36' 24.71' N42'41'03"E C5 40.10' 862.54' 002"39'49" 20.05' 40.09' N40"31'53"E LOTS & ROW CURVE TABLE Curve Tobie CURVE # LENGfH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C7 39.27' 25.00" 090'00'00" 25.00' 35.36' so:ros·12·e: C9 19.90' 531.So' 002'08'44" 9.95' -19.90' S47"03'50"E C11 17.54' 468.50' 002"06'44" B.77' 17.54' S47'03'50"E FINAL PLAT 'I I I I ! I I I I f-1- (SEE PIPELINE EASEMENTS SHOWN HEREON FOR LOCATION) PUE PROPOSED PUBLIC ACCESS EASEMENT PUBLIC UTILITY EASEMENT THE TRADITIONS SUBDIVISION PHASE 23 N/F BRYAN COMMERCE & DEVELOPMENT INC. REM. 324.83 ACRE TRACT 4023/91 I I I I I _/_ 2.81 ACRE DRILL SITE EASEMENT 4279/217 }r~l=-· -- 35' ACCESS I ! I ' ',, 1' EASEMENT I 4279/217 '·,,.... "~ I I ', 'I, 1=-/- I I --------LL_J __ I 'I,, I 1_';__ .. ~ ', . I -----------·-----------~··--···---·-------------- WP 47 DEVELOPMENT LTD 4561/039 A-0 D. E. MODIFICATION 8775/258 AND PARTIAL RELEASE B44D/261 AFFECTING EASEMENT 2394/240 DO NOT AFFECT THIS TRACT. ACCESS EASEMENTS AND DRILL SITES DEFINED IN 4279/217 AND 6494/188 DO NOT CROSS THIS PROPERTY 3. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.l.R.M. MAPS, COMMUNITY PANEL NOS. 48041C0285-E, EFFECTIVE DATE: MAY 16, 2012 4. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE CHORD LENGTHS. 5. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE BIOCORRIDOR PLANNED DEVELOPMENT DISTRICT ORDINANCE ADOPTED BY THE CITIES OF COLLEGE STATION AND BRYAN. 6. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR THE GREENWAY COMMON AREA WILL BE BY THE PROPERTY OWNER'S ASSOCIATION. 7. THE ENTIRE GREENWAY COMMON AREA WILL BE DESIGNATED AS A PUBLIC ACCESS EASEMENT BY THIS PLAT. THE FUTURE TRAIL SYSTEM WITHIN THE GREENWAY COMMON AREA WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 8. THE GREENWAY COMMON AREA WILL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. PERMITIED USES WILL BE PER THE BIOCORRIDOR PLANNED DEVELOPMENT DISTRICT ORDINANCE ARTICLE 9, SECTION 9.10.D PERMIITED USES. 9. STORMWATER DCTENTION WILL BE PROVIDED FOR EACH LOT AS THEY DEVELOP OR ON ADJACENT TRACTS AS REGIONAL STORMATEER DETENTION FACILITIES. 1 O. THERE WILL BE NO PERMIT FOR PRIVATE IMPROVEMENTS, EXCEPTING QUASI-PUBLIC IMPROVEMENTS SUCH AS PUBLIC WAYS, UNTIL THE PUBLIC INFRASTRUCTURE IS CONSTRUCTED BY THE APPLICANT AND ACCEPTED BY THE CITY, OR A GUARANTEE OF PERFORMANCE IS PROVIDED TO THE CITY'S CITY ENGINEER IN ACCORDANCE WITH THE CONSTRUCTION, GUARANTEE OF PERFORMANCE, AND ACCEPTANCE OF PUBLIC INFRASTRUCTURE SECTION OF THE BIOCORRIDDR PLANNED DEVELOPMENT DISTRICT ORDINANCE. -----------·--·--·-·-·---------- VICINITY MAP 36.22 ACRES BLOCK 1, LOT 1 7.60 ACRES BLOCK 1, LOT 2 12.45 ACRES GREENWAY COMMON AREA -14.71 ACRES R.O.W. DEDICATION -1.46 ACRES OWNER: BRYAN COMMERCE & DEVELOPMENT, INC. P.O. BOX 1000 BRYAN; TEXAS 77805 DEVELOPER: BRYAN TRADITIONS, LP 2100 TRADITIONS BLVD. BRYAN, TEXAS 77807 SHEET 1 OF 2 J.H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SCALE: 1"=1 oo' FEBRUARY 2013 ENGINEER: Q;',gcnultz Engineering, LLC 2730 LONGMIRE OR., SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 Page 616 of 642 l I I I I >- 3i ~ ::><'. 0 CJ:: • < CJ:: [L" 0 () N VJ ~ :r: w ' to .,. I I L49 -PIPELINE 20' UTILITY EASEMENT 3572/194 PUBLIC ACCESS EASEMENT ,, BRYAN COMMERCE & DEVELOPMENT INC PHASE 23 GREENWAY COMMON AREA 14.71 AC. 15 ~ I LOT 2, BLOCK 1 I I 12.40 AC. ';;> I PD-BC-M §\ / / I I I , , I // // -L45 ~1~1 b b' I I N/F BRYAN COMMERCE & DEVELOPMENT INC. REM. 324.83 ACRE TRACT 4023/91 ""¢ : '1-' 2 J);tZ \ 20' PIPELINE I ! EASEMENT \ (2204/162) , I ' ' I I t: I I:~ I 20' PIPELINE -:-I ii' -i "'" ~ .... ' ~-I EASEMENT g I i ~ <.Q• ~ 2394/240 i r- L48 -PIPELINE WP 47 DEVELOPMENT LTD 4561 /039 PHASE 23 LOT 1, BLOCK 1 7.60 AC. PD-BC-M 15' PUBLIC U1lUTY EASEMENT s,, -.... ~ ~ s22· .10' 38"E -;z I \!. I 14 ''fi,~ ~~ ,1~ /975.78' -PIPELINE 1 p.i ss,/: l; s2z-1 o· 38'"E \ I I !;;: ·<&'I I ~ :: ~~--:-. ~08.11' -PIPELINE ' I, 8 ~;~~'> ~ ~,,:- 1 -': ~.2,J"• 60' ELECTRICAL~ \ ! -<1- ."~j5' ..... -......}~· EASEMENT Z ~ I") ..... "-'-................... 1.z....£: ..... 4268/43 & 208/451 l2\ OJ -~ ~~S3 N ro 20· u11u1Y Jv,.,--...::::::::.,..... ~~9a· , 1 N r--EASEMENT <J"· . . ~ I I' ,.. I 3572/194 T.J,.............................. -...~ !I I I I •1·i;~. ~~ , I ~ \ I ~ ' s~~ "'-~~, I v;ll L47 -PIPELINE .,. _ 6& ~ .... ....__ '-...._. 20' UTILITY ;;:;_ I i--. L. i /.,EASEMENT .. , m I , ... \J · ..... 3512/194 ' _;:j'\ 'so ,,,-----..,,,,, :;): I :;): L46 -PIPELINE----r !;jiti 11'!;1! ,:: .:~'.-·'-. L22 ~I Ii ~ ·0-i:· . -----~ ·~-. r-~ 1 -~ ··g~·t~ "" {/) 10' CIT'f OF BRYAN 20' PRIVATE: DRAINAGE~ SANITARY EASEMENT EASEMENT . I (BY SEPABATE IN5TRUMENT1..,7 VO!.. I I 1..~ 0 PG.~ , 10' CITY OF BRYAN SANITARY EASEMENT (BY SEPA8AJE .IN5IBUMENT\ ~ VOL.J,\'2.t!>O PG.___Q_P~ • f fVlVl'l-C AS'~lb/V1~~6c UTILITY I I '\ I g f . I . N ;;!; ! I~ ~ r--: I 11 r-..: ~ r -::---, -r-........: 10' PUE (BY SEPARATE INSTRUMENT) " I~ NI vo~-1 "-Bo1 re;,. oo::i.s"J, l fVfV~ A si: 6NMEIVT EASEMENT I !'"' , !'"' 10' CITY OF BRYAN SANITARY EASEMENT A-0 FvtVl'-!O M<lbNf'1ENT . l 10' PUBLIC U11LITYA: I ----· --=-=---.-== .:::3.. ~-- EASEMENT~ i I I I\ I -=1-~I ~-==-~· ' n -------Jf-t'l'"""-".:.-,~-15' PUE (BY SEPARATE INSTRUMENT)"? VOL.J.!1.JlQ__, PG._00'2.1 I Fvf\l~f. A.SS:f6NME.N'"f BIOMEDICAL WAY l bl Ii b g (BY SEPARATE INSTRPUMENT) .,,~,,., I -<t -<t r-:i yot.... 11 -z.ao, b· oo c:.7"'1 63' ROW -38" PVMT z I z ~ I ftl1V E A<<16rlMEN1" ·•1.'tf-!:""L2.;:::~~::::-:::=-1::~:::::--::=~::;;E:::::::-::::::-::::~;--:::::::-:::::::-::52:3:·0~0~·~-;;;;::---;-;::;~-;;;:;;-;;: ; : - : : : : - - : : : : : - ~ :44::::.t:5 ·~1111 ':::::::-':':'·:'0:"-:::~ ---j ! WP 47 DEVELOPMENT LTD <II r:,">-L2 4 -C2 - - L23 --C1 -----N48" 08" 12""W"= 704.54' --'--~It---4561/039 115.85' l ll 4.15' -1-A-0 I , ,1 EASEMENT DETAIL 100' X 100' TEMPORARY PUBLIC ACCESS EASEMENT (BY SEPARATE INSTRUMENT) \rot.-. 112S• 1 p,,. oo'2.c,fi1 FV!Wi:>e A%1bNM~N"( ----------- 100 50 0 SCALE IN Doc Bk Vol 01.153227 Of\'. 11293 Filed tor Recard in; BRAZOS G!J!JrJTY As a Pla.ts 03:56P Hmaun t 63 • 00 Victoria Elliott Bf.'.AZO.S ClJJJNTY o.s stami:i12d hereon b'.:.:l me. Karen Mi:Gueen 1 Brazo-s County Clerk Bf.:AZOS CO!JriTY 100 FEET 1'1ETl~S AND BOUNDS llESCRlPT[QN OFA 36.22 ACRE TRACT J. II. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESC'RiPTlON OF ALL T!lAT CERT Arn TRACT or LAND LYING AND BUING SITUATED JN THE .T. H. JONES SURVEY, ABSTRACT NO. 26, COLLEGE STATION, BRAZOS COUNTY, TEXA.':. SAID TRACT BEING A PORT!Ol'f OF THE REMAINDER OP A CALLED 324.83 ACRE TRA.CT AS OP.SCRIBED BY A DEED TO BRYAN COMMERCE AND DEVELOl'l'VIENT 11'1C. RECORDED JN VOLUME 4023, PAGE 91 OF THE OPF\C1AL PUBLIC RECORDS or BRAZOS COUNTY. TEXAS. SAlD TRACT BEING MORE PARTICULA'RL Y DESCRIBED BY METES AND BOUNDS AS FOLLO\VS: COIHIVIENCING AT A 5/R lNCH \HON ROD FOUND ON THE NORTHWEST LINE OF A CALLED 1.575 ACRE TRACT AS DESCRIBED BY A DEED TO SHIH-CHIEN LIN RECORDED rN VOLUMTI 7325, PAGE 23 OF THF OFFICIAL PUJ)LfC RECORDS OF BRAZOS COUNTY. TEXJ!.._S. MARK.ING A COMMON CORNER. OF SAID REMAINDER OF 324.83 ACRE TRACT AND A CALLED 4 ACRE TRACT AS DESCRIBED BY A DEED TO MEADS l\.EVOCAF!LE LfVJNG TRUST RF.CORDED JN VOLUME 2R4-5. PAGE 123 OF THE OPT'ICIAL PUBLlC RECORDS OF BRAZOS COUNTY. TEXAS. T'OR REFER.ENCE A y, rNCH IRON Pl!'J: FOUND ON THE SOUTHEAST LINE or SAID REMAINDER. OF 324.fB ACRE TRAC1' MARKING THE NORTH CORNER OF SAID 1.575 ACRE TRACT BEARS: N 4~0 12' 21" E FOR A DISTANCE OF 130.76 FEET: THENCE: N 48.0 I!' 4!" W ALONG THE COJ\1Jl..10N L!NE OF SAID REMAlNDER OF 32•1,.~3 ACRE TRACT AND SAlD 4 ACRE TRACT FOR A DISTANCE OF 124.73 FEET TO TTIE l'OlNT OF BEGTNNING or THIS HEREIN"DESCRIBED TRACT: THl!'.NCI!:: N 48° ! I' 41" W ALONG THE COMMON LINE OF SAID RElv!ArNDER OF 324.83 ACRE TRACT AND SAT.D 4 ACRE TRACT FOR A DfS'TANCE OF 83.97 FEET TO A Vi INCH IRON ROD SET MARK.ING TH[: NORTH CORNER OF SAID 4 ACRE TILl\CT; IBENCE: S 42n 49' 41" \V CONTINUlNG ALONG TIIE COMMON LITTF. OP SAID RE!v1AINDER OF 324.83 ACRE TRACT AND SAID 4 ACRE TRACT FOR A DISTANCE OF 218.17 FEET TO A \I, JNCH !RON ROD SET, FOR REFERENCE A 5/.~ INCH 1RON ROD FOUND ON THE NORTHEAST LfNE OF A CALLED 2 ACRE TRACT AS DESCIUBED BY A DEED TO JIM G. \VELCH, JR. RECORDED rN VOLUME 277. PAGE 203 OF TIIE DEED RECORDS OF BRAZOS COUNTY, TEXAS, MARKING A SOUTH CORNER OF SAID REMAINDER OF 324.83 ACRE TRACT AND Tiff. V..1EST CORNER OF A CALLED 1.86 ACRE TRACT AS DESCRIBED BY A DEED TO ROBERT LEI'. DO\VLING AND \\llFE, LEONA 0_ DOWLING, RECORDED IN VOLUME 164, PAGE 426 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. BEARS: S 42~ 49' 41" \V roR A DISTANC'E OF 585. \f, FEET; THENCE: THROUGH SAID REMAJt-..'DER OF 324.83 ACRE TRACT FOR THE FOLLOWING CALLS: N 27~ 56' 20" WFOR A DISTANCE OF 98.88 FEET TO A \I, INCH TRON ROD SET1 N !~" .iO' !7" \\'FOR A DISTANCE OF 109.3,1 FEET TO A VdNCfl !RON ROD SET; N 45" 51' 23" VI' FOR A DISTANCE OF 355.55 FEET TO A V2 rNCH JRONROD SET; N 31° 16' 52" V/ FORA DISTANCE OF 107.85 FEET TO A~ TNC:fT IRON ROD FOUND; S 41" 51' 48" \V FOR A DISTANCE OF 572.5U FEET TO A Y., INCH IRON ROD FOUND; N 48' 08' 12" \V FOR A DISTANCE or 104.00 FEET TO A~ Tl'lCH lRON ROD rOUND; S 41° 51' 4lt" \~1 , AT 217.00 FEET PASS A V, INCH fR.ON ROD FOUND, CONTINUE ON FOR A TOT AL DISTANCE OF 280.00 FEET TO A '/, lNCII IRON ROD SET ON THE PROl'Of':ED SOUTI-f\\IEST LINE OF 810-JVIEDICAL \VAY (63.00' R.0.W.); THENCE; CONTfNUING "lllROUGH SAID REMAINDER OF 324.83 ACRE TRACT AND ALONG 11JE PROPOSED SOlITH\VEST LINE OF TI!O-MEDJCAL \VAY FOR nm Ff IL LOWING CALLS· N 48° (18' 12" \V FOR A DISTANCE or 704_54 rEET TO A y, TNCII IRON ROD SET MARKING THE BEGTNNTNlr OF A CLOCKWISE CURV"E HAVING A RADlUS OF 53! .50 FEET; ALONG SAll) CURVE THROUGH A CENTRAL ANGLE OF 02° 08' 44" FOR AN ARC DISTANCE OF 19.90 FEET (CHORD BEARS: N 47~ 03' 50" \V-19.90 FEET) TO A Y, INCH JRON ROD SET MARKTNG THE FND OF SAID CURVE: N 45° 59' 28" W FOR A DISTANCE OF 181.41 FEET TO A y, INCH !RON ROD SET !1..JARKTNG THE BEGINNING OF A COUNTERCLOCK\VISE CURVE HAVING A RADillS O~ ,168.50 FEET: A.LONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02° 08' 44" FOR AN ARC DISTANCE OF 17.54 FEET (Cl'IORD BEARS:N 47~ 03' 50" W -17.54 FEET) TO A y, INCH IRON ROD SET MARKING THE END OF SAID CURVE: N 48° OH' 12" W FOR A DISTANCE OF 55.07 FEET TO A'/, INCH IRON ROD SET NIARKfNG THE BEGINNING Of A COUNTERCLOCKWISE CURVE HAVTNG A RADIUS OF 25.00 FEET; ALONG Sil) CURVE Tf·IROUGH A CENTRAL ANGLE OF 88° 21' 30" FOR AN ARC D!STANCE OF 38.SS FEET (CIJORD BEARS: S 87° 41' 03" W -34.85 FEET) TO A\.; INCH !RON ROD SET ON THE SOUTHEAST LINE OF HSC FARKV.'AY (120' R.O.W.) MARKfNG THE END OF SAJD CURVE AND THE BEGINNING OF A COUNTERCLOCK.WlSE CURVE BAV!NG A RADIUS OF 862.50 FEET: TllENCE: /\LONG Tl!E SOUTHEAST LTNE OF l!SC PARkWAY FOR THE FOLLOWrNG CALLS; ALONG SAfD CURVE THROUGH A CENTRA.L ANGLE OF 01° 38' 30" FORAN ARC DISTANCE or 24.7! FEET (CHORD BEARS: N 42" 41' 03" E-24.71 FEET) TO THE END OF SAID CURVE. FOR REFERENCE Av, JNCH IRON ROD FOUND BEARS: S 55° ..i.3• 53" E FOR A DISTANCE OF 0.31 FEET; N 4F 5!' 48" E FOR A DISTANCE OF 1344.38 PEET TO T!JE BEGINNING OF A COUNTERCLOCKWTSF. CURVE HAVING A RADIUS OF 862.54 FEET, FOR REFERENCE A Y, lNCH lRON ROD FOUND BEARS: S 69 5 29' 43" E FOR A DISTANCE OF 0.26 FEET: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02q 39' 49" FOR AN ARC DISTANCE OF 40.10 FEET (CHORD BEARS: N 40° 31' 53" E~ 1\0.09 FEET) TO lllE END OF SAID CURVE: TllENCE: Tl~ROUGll SAID RElv/AINDEROF 324.83 ACRii TRACT FOR THE FOLLO\V!NG CALLS· S 24° ,13• Ol" G f'OR A DISTANCE OF 135.90 FEET; S 73" 23' 3!" E FOR A DlSTANCE OF !41,63 FEET; S 27° 35' -10" E f'OR A DfSTANCE OF !07.64 FEET; S 10° 4,1• 03" E FOR A DJSTANC'E OF 103.19 FEET; S 57a 48' 4~" E FOR A DISTANCE OF 155.38 FEET; S 27° 3~' 24" E FOR A DISTANCE OF 59.!4 FEET: S 22° 11' 30" E FOR A DlSTANCJ:! OF 224.0,1 f'EET: S 52" 31' 42" E FOR A DISTANCE OF 71.07 FEET; S 2~" 54' 18" E FORA DISTANCE OF 103.64 FEET; S 24° 03' 50" E FOR A DISTANCE OF 66.74 FEET· S 1·1' 35' 46" E FORA DlSTANCE OF 74.20 f'EET: S 28e 10' 45" E FOR A DISTANCE OF 53_62 FEET:. S 4!0 30' 42" E FORA DISTANCTI OF (il.!\4 FEET: S 62° 36' OR" E FORA DlSTANCe OF 71_58 FEET: S 34° 49' 20" E FOR A DJSTANCE OF 17S.54 FEET; S 59° 07' 55" E FOR A DISTANCE OF 120.87 FEET; S 37° 54' 05" E FOR A DISTANCE 01' 79.15 FEET: S 2! 0 17' S2" E FOR A DISTANCE OF 36.57 FEET: S Ori 0 46' 53" E FOR A DISTANCE OF 165.86 FEET TO THE POINT OF BEGINNING CONTAINING 35.96 ACRES OF LAND, lv!ORE OR LESS. AS SURVEYED ON THE GROUND. BEARJNG SYSTEM SHO\VN HER_EfN IS BASED ON GRJD NORTH AS ESTABLISllED FROM GPS OBSERVATION. LEGEND PLAT BOUNDARY ! !NE TARI f LINE TABLE LINE # LENGTH DIRECTION L1 135.90' S24" 43' 01•E l2 141.63' 573· 23' 31.E L3 107.64' 527' 35' 40"E L4 103.19' s10· 44' 03.E L5 155.38' 557" <ta' 48"E L6 59.14' sz7· 32' 24"E L7 224.04' 522' 11' JO"E LB 71.07' ss2· 31• 42•E L9 103.64' 524" 54' 18"E L10 66.74' 524' 03' 50"E L11 74.20' 514' 35' 46"E. L\2 53.62' s2e· 10• 45•E L13 61.84' 541' 30' 42"E L\4 73.58' ss2· Js' oe:E L\5 175.54' 534' 49' 2.0"E L\6 120.87' 559' 07' 55"E L\7 79.15' S37' 54' 05"E LIB 83.97' N48' 11' 41"W L\9 98.88' N27' 56' 2ri"W l20 109.33' N18' 40' 17"W L21 107.85' N31' 16' 52"W l22 104.00' N48' OB' 12"W L23 181.41' N45' 59' 28".W l24 55.07' N4S' OB' 12"W L39 36.57' 521" 17' 52"E L40 165.86' ss· 46' 53"E L41 355.55' N45' 51' 23"W EASEMENTS LINE TABLE LOTS & ROW I INE TABLE LINE TABLE LINE TABLE LINE # LENG1H IJIRECTION LINE ff LENGlH DIRECTION L42 60.0B' N7' 29' 23MW L25 81.86' N31' 06' 30•w L45 7.99' S75' 15' 02"E L26 104.79' N12" 04' 31•w L46 17.14' N43• 44' 44"E L27 89.86' N26' 01' JJ•w L47 17.08' N43' 44' 44"E l2B 110.79' N64" 25' 29~W L46 15.13' S49· 15' 01 "E l29 40.59" N49° 04' 50"W L49 19.56' S49' 15'. 01"E L.30 130.27' N71' 35' 47"W L31 71.58' S70' 37'. 49"W L.32 137.18' Ne5· 44' 1o·w L33 186.71' N35' -40' 5B"W LJ4 111.00' N31' 54' 45"W LJ5 160.38' N16' 53' 17"W 1.37 181.41' 545• 59' 28"E L.36 54.70' $48" 08' 12"E PLAT BOUNDARY CURVE TABLE Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 19.90' 531.50' 002·oa•44n 9.95' 19.90' N47'03'50"W C2 17.54' 468,50' 002'08'44" 8.77' 17.54' N4T03'50"w C3 38.55' 25.00' 088'21'.30" 24.29• .34.85' S87'41'03"W C4 24.71' 862.50' 001"38'30" 12.36' 24.71' N42'41'03"E C5 40.1 O' 862.54' 002'39' 49n 20.05' 40.09' N40'31 '53'°E LOTS & ROW CURVE TAB! E Curve Tcible CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIREcmON C7 39.27' 25.00' 090'00'00" 25.00' 35.36' S03'08'12"E C9 19.90' 531.50' 002'08'44" 9.95' 19.90' 54T03'50"E Cl\ 17.54' 468.50' 002"06'44" 8.77' 17.54' S47'03'50"E PLAT BOUNDARY ROW LINE FINAL PLAT PUE LOT LINE PROPERTY CORNER EXISTING EASEMENTS PUBLIC EASEMENT PROPOSED PUBLIC ACCESS EASEMENT PUBLIC UTILITY EASEMENT VICINITY MAP " . ™ "" . ""'<Y M '"'rm;~"" ~ ITCHElJ_ PARKWAY f,!,B ROM! lURKEY CREEK ,~, HS<l PAAKWl\Y THE TRADITIONS SUBDIVISION PHASE 23 36.22 ACRES BLOCK 1, LOT 1 7.60 ACRES BLOCK 1, LOT 2 12.45 ACRES GREENWAY COMMON AREA -14.71 ACRES R.O.W. DEDICATION -1.46 ACRES OWNER: BRYAN COMMERCE & DEVELOPMENT, INC. P.O. BOX 1000 BRYAN, TEXAS 77805 DEVELOPER: BRYAN TRADITIONS, LP 2100 TRADITIONS BLVD. BRYAN, TEXAS 77807 SHEET 2 OF 2 J.H. JONES SURVEY, A-26 COLLEGE STATION, BRAZOS COUN"TY, lEXAS SURVEYOR: BRAD KERR, RPLS NO. 4502 KERR SURVEYING, LLC 409 N. TEXAS AVE. BRYAN, TEXAS 77803 979.268.3195 SCALE: 1"=100' FEBRUARY 2013 ENGINEER: Q§ch,'.'.'.lz Engineering, LLC 2730 LONGMIRE DR., SUITE A COLLEGE STATION, TEXAS 77845 979. 764.3900 ----------. ------· HSC PKWYSTATE HWY 47FRONTAGE ROADBIOMEDICAL WAY LOT 4 0.549 AC. BLOCK 1 COMMON AREA 2LOT 3 22.294 AC. BLOCK 1 BURGESS LANE LOT 1R 5.016 AC. BLOCK 2 COMMON AREA 1R0.231 AC.BLOCK 10.528 AC.BLOCK 2TBPE NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 ŠŠŠ (979) 764-3900 ENGINEER: PRELIMINARY PLAN TRADITIONS PHASES 24 & 25 29.167 ACRES JOHN H JONES LEAGUE, A-26 BRYAN, BRAZOS, TEXAS SCALE: AS SHOWN MARCH 2020 PRELIMINARY PLAN NOT FOR RECORD PHASE 24: 5.544 ACRES - 1 LOTS (0.528 ACRES COMMON AREA) PHASE 25: 23.623 ACRES - 2 LOTS (0.231 ACRES COMMON AREA) SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, TX 77803 (979) 268-3195 OWNER WP 47: WP 47 DEVELOPMENT LTD 8822 BURGESS LANE COLLEGE STATION, TX 77845 (936) 394-2925 OWNER BURGESS LANE: BRYAN COMMERCE & DEVELOPMENT INC P.O. BOX 1000 BRYAN, TX 77845 (979) 209-5130 TBPE NO. 12327 911 SOUTHWEST PKWY E. College Station, Texas 77840 ŠŠŠ (979) 764-3900 ENGINEER: PRELIMINARY PLAN TRADITIONS PHASES 24 & 25 29.167 ACRES JOHN H JONES LEAGUE, A-26 BRYAN, BRAZOS, TEXAS SCALE: AS SHOWN MARCH 2020 PRELIMINARY PLAN NOT FOR RECORD PHASE 24: 5.544 ACRES - 1 LOTS (0.528 ACRES COMMON AREA) PHASE 25: 23.623 ACRES - 2 LOTS (0.231 ACRES COMMON AREA) SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC 409 N. Texas Ave. Bryan, TX 77803 (979) 268-3195 OWNER WP 47: WP 47 DEVELOPMENT LTD 8822 BURGESS LANE COLLEGE STATION, TX 77845 (936) 394-2925 OWNER BURGESS LANE: BRYAN COMMERCE & DEVELOPMENT INC P.O. BOX 1000 BRYAN, TX 77845 (979) 209-5130 VICINITY MAP NOT TO SCALE STAT E H W Y 4 7HSC PKWYBI O M E D I C A L W A Y BURGESS LANE STATE HWY 47 1,177 SF ROW DEDICATION 0.693 ACRES ROW ABANDONMENT Page 617 of 642 Page 618 of 642Application for Abandonment of a Public Right-of-Way/Easement Location: Biomedical Way ROW, College Station, Texas 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: ------------------VERIZON TELEPHONE COMPANY By: Title: ------------------SUDDENLINK COMMUNICATIONS By: Title: ------------------BRYAN TEXAS UTILITIES By: Title: ------------------3/18 Page6of8 Page 619 of 642 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: ------------------- V ERIZON TELEPHONE COMPANY By : Title: ------------------- ----~ /30 /2:0 • BRYAN TEXAS UTILITI ES By: Title: ------------------- 3/18 Page 6 of 8 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: Application for Abandonment of a Public Right-of-Way/Easement Location: VERIZON TELEPHONE COMPANY By: Title: SUDDENLINK COMMUNICATIONS By: Title: BRYAN TEXAS UTILITIES By: Title: 3/18 Page 6 of 8 Biomedical Way ROW, College Station, Texas Manager Page 620 of 642 David Hering Engineering Manager Page 621 of 642 Application for Abandonment of a Publi c Right-of-W ay/Easement Location : Biomedical Way ROW, College Station, Texas EXHIBIT NO. 3 The undersigned public utility companies , using or entitled to use , under the terms and provi sions of our respective franchise s with the City of College Station , that portion of the publi c right-of-way/utility easement sought to be abandoned in the Appli c ation for Abandonment above referred to , do hereby consent to the abandonment of the described portion thereof. ATMOS ENERG Y By: Title: VERIZON TELEPHONE COMPANY By: Title: SUDDENLINK COMMUNICATIONS By: Title: BRYAN TEXAS UTILITIES DtU<dl(~ By: Title: 3/18 Page 6 of 8 Page 622 of 642 Application for Abandonment of a Public Right-of-Way/Easement Location: Biomedical Way ROW, College Station, Texas 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 VERIZON TELEPHONE COMPANY By: Title: SUDDENLINK COMMUNICATIONS By: Title : ------------------- BRYAN TEXAS UTILITIES By: Title: ------------------- 3/18 Page 6 of 8 Application for Abandonment of a Public Right-of-Way / Easement Location: Biomedical Way ROW, College Station, Texas 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 the standpoint of City of College Station ordinances and with respect to resent and future needs of the City of College Station and see no objection to the requested abandonment from the City’s standpoint. X City Engineer City of College Station X Building Official City of College Station X Zoning Official City of College Station X Fire Marshal City of College Station X Elecrtic Department City of College Station X Water Services Department City of College Station X Public Works Director City of College Station Page 623 of 642 Page 624 of 642Application for Abandonment of a Public Right-of-Way/Easement Location: Biomedical Way ROW. College Station, Texas 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: Bryan Commerce and Development, Inc. ADDRESS: P.O. Box 1000 Bryan, TX 77805 SIGNATURE: NAME: Fujifilm Diosynth Biotechnologies Texas LLC ADDRESS: 100 Discovery Drive, Suite 200 College Station, TX 77845 ,.-SIGNATURE: NAME: ADDRESS: NAME: ADDRESS: 3/18 Print Form J Page 8 of 8 Page 625 of 642 DocuSign Envelope ID: 919D6749-54CB-4FOE-865E-25854ED236EO Application for Abandonment of a Public Right-of-Way/Easement Location: Biomedical Way ROW, College Station, Texas 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: Bryan Commerce and Development, Inc. ADDRESS: P.O. Box 1000 Bryan, TX 77805 SIGNATURE: 4/8/202019:37 AM PDT NAME: Fujifilm Diosynth Biotechnologies Texas LLC ADDRESS: 100 Discovery Drive, Suite 200 College Station, TX 77845 SIGNATURE: NAME: ADDRESS: NAME: ADDRESS: 3/18 Print Form Page 8 of 8 May 14, 2020 Item No. 5.9. Substantial Amendment - CDBG-CV Sponsor:Debbie Eller, Director of Community Services Reviewed By CBC:N/A Agenda Caption:Presentation, discussion, and possible action on a resolution adopting a substantial amendment to the City's 2015-2019 Consolidated Plan, 2019 Annual Action Plan, and Citizen's Participation Plan to include new Community Development Block Grant Program (CDBG- CV) funds under the Coronavirus Aid, Relief, and Economic Security (CARES) Act. Relationship to Strategic Goals: Financial Sustainability Core Services & Infrastructure Neighborhood Integrity Diverse & Growing Economy Recommendation(s): Staff recommends approval of a Resolution adopting the substantial amendment to the City's 2015-2019 Consolidated Plan, 2019 Annual Action Plan, and Citizen's Participation Plan. Summary: The City of College Station is entitled to receive $697,507 in additional Community Development Block Grant (CDBG-CV) funds from the United States Department of Housing and Urban Development (HUD) in Fiscal Year 2019 and has prepared substantial amendments to the Citizen Participation Plan, 2015-2019 Consolidated Plan and the 2019 Annual Action Plan as required to secure these funds. Community Development staff consulted with counselors from CSISD and 2-1-1 to determine the most requested assistance. Additionally, a public survey was conducted to determine how important these identified needs were as well as requesting input regarding any additional needs. Staff utilized this information to recommend the following amendments for the utilization of CDBG, CDBG-CV, and HOME funds. The substantial amendments include: 1) Revises the Citizen Participation Plan to include the use of virtual public meetings, clarification of the description of public hearings for the Consolidated Plan, and adds a section to address citizen participation during a disaster declaration. The revision also includes administrative edits with clarifying language. 2) Revises the City of College Station 2015-2019 Consolidated Plan to include as a goal statement, a Disaster Response Plan that includes policies and procedures to address the local impact of these types of disasters as allowed by HUD guidance, waivers, and/or streamlined regulations, as well as adding TBRA–RU as a project. 3) Revises the City of College Station’s 2019 Action Plan to enable the City of College Station to receive and administer $697,507 in Community Development Block Grant Coronavirus (CDBG-CV) funding from HUD, inclusive of $500,000 of CDBG-CV funds allocated to Public Service Agencies and $197,507 for Economic Development. Eligible CDBG activities may include, but are not limited to, assisting low and moderate income households with rental and utility assistance for up to three months, food assistance programs, business assistance to retain employees, and support of other COVID- 19 response services such as medical/health related needs. This funding and additional CDBG funding, which may be made available to the City by HUD through the CARES Act, will be used for the same purposes as the initial allocations which go toward the prevention, preparation and response to COVID-19. Page 626 of 642 4) Reprograms $312,479 of FY2019 CDBG funds from Acquisition to Economic Development. 5) Reprograms FY 2019 HOME funds in the amount of $46,575 from Owner-Occupied Rehabilitation, $301,246 from Homebuyer Assistance, and $152,677 from New Construction to the following projects: TBRA-RU in the amount of $475,000 and Tenant Based Rental Assistance - Security Deposits in the amount of $25,498 (TBRA-SD), all in response to COVID-19 and through the utilization of HOME waivers. Several waivers were included in the CARES Act to allow for an expedited process for amending and allocating funds to ensure services are made available to address the community's most pressing needs caused by COVID-19. A public comment period was opened for 5 days from May 4 - May 8, 2020, as allowed by a waiver included in the CARES Act. A virtual public hearing was conducted on Thursday, May 7th at 5:00 PM. Due to the expedited process, any comments received will be provided to Council during the agenda item. Budget & Financial Summary: This substantial amendment allows for the use of $697,507 in Community Development Block Grant - Coronavirus funds available the the CARES Act through the 2019 Action Plan. Reprogrammed Community Development Block Grant and HOME Investment Partnership Program grant funds are available in the FY2020 Community Development budget. Reviewed & Approved by Legal: No Attachments: 1.Resolution - CDBG-CV 2.Substantial Amendment - 5.14.2020 Page 627 of 642 RESOLUTION NO. A RESOLUTION OF THE CITY OF COLLEGE STATION, TEXAS, APPROVING A SUSBTANTIAL AMENDMENT TO THE CITY’S CITIZEN PARTICIPATION PLAN, 2015 – 2019 CONSOLIDATED PLAN, AND 2019 ANNUAL ACTION PLAN TO INCLUDE NEW COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM FUNDS UNDER THE COMMUNITY AID, RELIEF, AND ECONOMIC SECURITY ACT (CARES ACT). WHEREAS, the City of College Station is entitled to receive $697,507.00 in additional Community Development Block Grant (CDBG-CV) funds from the United States Department of Housing and Urban Development (HUD) in Fiscal Year 2019 and has prepared a substantial amendment to the Citizen Participation Plan, 2015 – 2019 Consolidated Plan and 2019 Annual Action Plan as required to secure these funds; and WHEREAS, the City of College Station, Texas, has a Five-Year Consolidated Plan that has been approved by both City and HUD that guides the development of the annual 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 provided adequate information to the citizens and an opportunity to participate in the development of the Substantial Amendment to the Citizen Participation Plan, 2015-2019 Consolidated Plan, and 2019 Action Plan; and WHEREAS, the City Council acknowledges that the adoption of the Substantial Amendment to Citizen Participation Plan, 2015-2019 Consolidated Plan, and 2019 Action Plan is in the best interest of the City and is for the purpose of securing additional community development resources for the primary benefit of low and moderate income citizens; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS: PART 1: That the City Council hereby approves the Substantial Amendment to the Citizen Participation Plan, 2015-2019 Consolidated Plan, and 2019 Action Plan which serves as the City’s application to HUD for CDBG-CV funds. PART 2:That the City Council hereby designates and authorizes and the City Manager to sign all required applications, certifications, evaluations and other forms required by HUD for the Substantial Amendment to the Citizen Participation Plan, 2015-2019 Consolidated Plan, and 2019 Action Plan on behalf of the City of College Station. Page 628 of 642 RESOLUTION NO. ___________________Page 2 PART 3:That this resolution shall take effect immediately from and after its passage. ADOPTED this day of , A.D. 2020 APPROVED ATTEST:Karl Mooney, Mayor ____________________________________ Tanya Smith, City Secretary APPROVED: City Attorney Page 629 of 642 DRAFT SUBSTANTIAL AMENDMENT CITIZEN PARTICIPATION PLAN 2015 – 2019 CONSOLIDATED PLAN 2019 ANNUAL ACTION PLAN IN RESPONSE TO THE CORONAVIRUS AID, RELIEF, AND ECONOMIC SECURITY ACT CITY OF COLLEGE STATION COMMUNITY SERVICES DEPARTMENT COMMUNITY DEVELOPMENT DIVISION P. O. BOX 9960 511 UNIVERSITY DRIVE EAST COLLEGE STATION, TEXAS 77842 979-764-3778 Page 630 of 642 5/14/2020 SUBSTANTIAL AMENDMENT 1) CITIZEN PARTICIPATION PLAN CITY OF COLLEGE STATION CITIZEN PARTICIPATION PLAN In accordance with 24 CFR 91 – Consolidated Submission for Community Planning and Development Programs and in furtherance of the City of College Station’s commitment to facilitating the exchange of information between the City and its citizens, the City of College Station has established procedures to provide citizens with a reasonable opportunity to participate in the development of the Citizen participation Plan, the Consolidated Plan, the Annual Action Plan, and the Consolidated Annual Performance and Evaluation Report.Annual Performance Report. CITIZEN PARTICIPATION PLAN The City of College Station is committed to the goal of providing opportunities for citizens to review and comment on the Citizen Participation Plan and any amendments to the Citizen Participation Plan. The following steps will be utilized to meet this goal: 1)A public hearing, either in person or virtually, to review the proposed Citizen Participation Plan will be held and copies of the proposed Plan will be available at the public hearing, electronically on the City’s website – Community Development page, in local neighborhood centers, the library, the City Secretary’s Office, and the City of College Station Community Development Office. 2)Citizen comment and review of the proposed Citizen Participation Plan will be encouraged by low to moderate income and special needs residents of assisted housing developments and low-income residents of targeted revitalization areas by holding the public hearing in a targeted area that allows easy access by low to -incomemoderate income citizens. 3)Amendments to the Citizen Participation Plan will be published in the local newspaper and will include a 10-day comment period for citizen input before approval by City Council. The amended Plan will be available for citizen review electronically on the City’s website on the Community Development page, by placing copies in the local library, local neighborhood centers, the City Secretary’s office, and the City’s Community Development office. All public hearings will be held in facilities that provide adequate accessibility to disabled individualsare wheelchair accessible and provide handicapped parking. In the event of a virtual public hearing, services needed by disabled individuals will be provided upon request. Interpretive services for deaf or non-English speaking citizens will be available with an advance notice of forty-eight (48) hours. Arrangements for such services can be made by calling the Community Development Office at 979-764-3778 or (TDD) 1-800-735-2989. CONSOLIDATED PLAN, ANNUAL ACTION PLAN, & CONSOLIDATED ANNUAL PERFORMANCE & EVALUATION REPORT PARTICIPATION The City of College Station is committed to providing citizens with the opportunity to participate in the development of the Consolidated Plan, any substantial amendments to the Consolidated Plan, Annual Action Plan, and/or the Consolidated Annual Performance and Evaluation Report the Annual Performance Report. To accomplish these goals, the following procedures will be utilized: Page 631 of 642 1)The City will hold a minimum of two public hearings per year to be conducted at two different stages of the program year. Public hearings will be held in person or virtually. Citizen’s views on housing and community development needs, including priority non-housing needs will be solicited. The first hearing will be held prior to the development of the plan. The City will engage the community in the process of developing the proposed plan. Engagement will include community partners, stakeholders, and City adopting the Consolidated Plan and willresidents to discuss the amount of assistance the City expects to receive, the range of activities that may be undertaken, and the estimated amount that will benefit low-moderate income persons, including a review of previous program performance.. The second hearing will discuss the proposed plan, including projects expected to be carried out the following year and the allocation of available funding. Residents, partners and stakeholders will be asked to provide comments regarding the proposed plan. Staff will provide a written response to any comments received regarding the proposed Consolidated Plan and, any resulting changes to the proposed plan prior to submission to HUD. and provide a review of program performance. 2)Notice of the public hearings will be placed in the local newspaper at least 2 weeks prior to the hearing and posted on the City’s website on the Community Development page. Notices will also be placed on the City’s local cable television channelinformation system, in neighborhood centers and emailed to local agencies providing services to low-moderate income citizens. 3)A summary of the proposed Consolidated Plan will be published in the local newspaper. The summary will describe the contents and purpose of the proposed Consolidated Plan and provide the locations where copies of the entire Consolidated Plan may be reviewed. 4)Low to moderate income and special needs rResidents of assisted housing developments and low-income residents of targeted revitalization areas will be encouraged to participate in the development and review of the proposed Consolidated Plan and Annual Action Plan by holding the public hearings in targeted areas that allow easy access by low-income and special needs citizens and by special outreach programs to be determined by the City. 5)A 30-day comment period will be allowed for citizens to comment on the proposed Consolidated Plan. All comments or views of citizens received in writing or orally at the public hearings will be considered in preparing the final Consolidated Plan. A summary of these comments or views, and a summary of any comments or views not accepted and the reason therefore, shall be attached to the final Consolidated Plan. 6)A 15-day comment period will be allowed for citizens to comment on the Consolidated Annual Performance and Evaluation Report. A summary of all comments or views of citizens received in writing or orally at public hearings will be attached to the Consolidated Annual Performance and Evaluation Report. 7)Substantial amendments to the Consolidated Plan and/or Annual Action Plan will be published in the local newspaper and the amended Plan will be available at the Community Development Office, electronically on the City’s website on the Community Development page, local library, and neighborhood centers, and the City Secretary’s Office for review. 8)Citizens will be given a 30 day period to comment on any substantial amendment to the Consolidated Plan and/or Annual Action Plan. All comments of citizens will be considered and a summary of comments or views not accepted and the reasons therefore, will be attached to the amended Consolidated Plan. Page 632 of 642 9)Technical assistance will be provided to any individual or groups representingative of persons of low-to- moderate income individuals or households that request such assistance in developing proposals for funding assistance. Proposals must be that are consistent with the goals and priorities contained in the Consolidated Plan. The level and type of assistance will be determined by the City on a case-by-case basis following applicable procurement requirements. 10) The City will provide timely, substantive written response to the respective citizen regarding every written citizen comment related to the Consolidated Plan, Annual Action Plan, substantial amendments, and the Consolidated Annual Performance and Evaluation Report, within fifteen (15) working days, where practical. 11) The City will pProvide citizens, public agencies and other interested parties with reasonable and timely access to information and records relating to the Consolidated Plan and the use of assistance under the program covered by the Plan during the preceding five (5) years. 12) All public hearings will be held in facilities that provide adequate accessibility to disabled individuals. In the event of a virtual public hearing, services needed by disabled individuals will be provided upon request. Interpretive services for deaf or non-English speaking citizens will be available with an advance notice of forty-eight (48) hours. Arrangements for such services can be made by calling the Community Development Office at 979-764-3778 or (TDD) 1-800-735-2989. All public hearings will be held in facilities that are wheelchair accessible and provide handicapped parking. Interpretive services for deaf or non-English speaking citizens will be available with an advance notice of forty-eight (48) hours. Arrangement for such services can be made by calling the Community Development Office or (TDD) 1-800-735-2989. DISPLACEMENT INTERVENTION The City of College Station does not anticipate any displacement of citizens resulting from programs covered by the Consolidated Plan and will take an active role in preventing such displacement, by: 1)Thoroughly analyzing projects on a case-by-case basis to determine if any displacement might occur in connection with an individual project. 2)Seeking alternatives which could achieve the public purpose without displacement. 3)Advising non-resident owners of their responsibilities and potential costs involved with projects resulting in displacement. In the event that displacement does occur from programs covered by the Consolidated Plan, relocation benefits will be provided to displaced individuals in circumstances covered by the Uniform Relocation and Real Property Acquisition Act of 1970 and 24 CFR 570.104(d), where applicable. LOCAL DEFINITION OF SUBSTANTIAL CHANGE TO THE CONSOLIDATED PLAN Amendments to the Consolidated Plan require notice to the public and an opportunity for citizen comment. Amendments are required whenever a project is deleted or added as required by HUD regulatory requirement. Amendments are required when there will be a substantial change in the purpose, scope, location or beneficiaries of a project. Page 633 of 642 Additionally, for the City of College Station Consolidated Plan, a substantial change is defined as each individual 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. CITIZEN PARTICIPATION IN THE EVENT OF A LOCAL, STATE, OR FEDERAL DISASTER DECLARATION: In the event that city facilities are closed to the public, an electronic copy of the document will be the only means for reviewing. The City will utilize waivers issued by the U. S. Department of Housing and Urban Development as determined necessary to adequately address local needs. The Public comment for the Consolidated Plan, Annual Action Plan, or the Consolidated Annual Performance and Evaluation Report will be limited to electronic submission only to communitydevelopment@cstx.gov. In the event of a disaster, the length for the public comment period may be shortened to match allowable timespans a prescribed by HUD and as is necessary to meet urgent needs. In this instance, notice regarding public hearing may be shortened to 72 hours. Amended August 12, 1999May 14, 2020 Page 634 of 642 CONSOLIDATED PLAN SUBSTANTIAL AMENDMENT SUBSTANTIAL AMENDMENT 2) revises the City of College Station 2015-2019 Consolidated Plan to include as a goal statement a Disaster Response Plan, including policies and procedures to address local impact of these types of disasters as allowed by HUD guidance, waivers, and/or streamlined regulations and the addition of TBRA–RU as a project. SP-25 Priority Needs Priority Need Name Homelessness Priority Level High Population Extremely Low Low Moderate Chronic Homelessness Individuals Families with Children Mentally Ill Chronic Substance Abuse veterans Persons with HIV/AIDS Victims of Domestic Violence Unaccompanied Youth Geographic Areas Affected City Wide Associated Goals Homelessness - TBRA Security Deposits Homelessness - Outreach and Assessment Homelessness - Services Program Administration and Compliance Disaster Response Plan Homelessness – TBRA Rent & Utility Assistance 4 Description Addressing the needs of homeless persons to make the transition to permanent housing and independent living and help families and individuals avoid becoming homeless. Addressing the needs of families and individuals affected by the response or effect of a local, state, or federal disaster declaration, such as a pandemic. Page 635 of 642 Basis for Relative Priority The 2015 Point-In-Time Count revealed there were 66 sheltered homeless and 13 unsheltered homeless in the Brazos Valley Coalition for the Homeless (BVCH) service area, which includes the City of College Station. Ten were considered chronically homeless - five sheltered, and another five unsheltered. A total of eight were veterans - six sheltered, and two unsheltered. The number of reported homeless is up from last year. There are limitations to the current service provision, including the number of providers and restrictions in longevity of support services. In the event of a local, state, or federal disaster declaration, the community’s response will effect families and individuals economic situation. In the case of COVID-19, the shelter-in- place orders resulted in lost jobs with no way to make rent and utility payments. Without assistance, families and individuals are in jeopardy of becoming homeless. SP-40 INSTITUTIONAL DELIVERY STRUCTION – 91.215(k) Assess of Strengths and Gaps in the Institutional Delivery System Thriving communities contain strong active partnerships with commitments from public and governmental institutions, the private sector, and private nonprofit organizations. Bryan-College Station is fortunate to be experiencing a trend amongst local public and private groups to work cooperatively to assist families move toward the goal of self-sufficiency. Strengths of the institutional delivery system include: Strong local real estate market Dedicated nonprofit service providers Coordination among City and other governmental, public, and private agencies Coordination for disaster response – Added Strength While there are substantial strengths in the system, weaknesses do exist, including: Limited number of nonprofit housing developers Cap of public service funding to meet needs Administrative burden faced by some nonprofit agencies to carry out various programs Cost and availability of land for development Rigidity of public transportation system SP 48 – GOALS SUMMARY Non-Housing Community Development City Wide Rental Housing Special Needs Public Services Economic Development Program Administration and Compliance CDBG : $697,507 Disaster Response Plan Start Year: 2019 End Year: 2019 Outcome: Availability/accessibility Objective: Create economic opportunities Page 636 of 642 Description: In the event of a local, state, or federal disaster declaration, the City will take necessary steps to engage with both the public and community partner stakeholders to re-access current needs and to identify needs created by the disaster. The City will follow all appropriate measures to use resources to address those needs. Goal Outcome Indicator Quantity UoM Public service activities other than Low/Moderate Income Housing Benefit 600 Persons Assisted Public service activities for Low/Moderate Income Housing Benefit 142 Households Assisted Jobs created/retained 285 Jobs Affordable Housing City Wide Rental Housing HOME : $450,000 Start Year: 2019 End Year: 2019 Outcome: Affordability Objective: Provide decent affordable housing Description: As a part of disaster response, this goal will address the needs of those affected by a local, state, or federal disaster declaration and provide assistance to prevent families and individuals from becoming homeless. Tenant Based Rental Assistance - Rent & Utility Goal Outcome Indicator Quantity UoM Tenant-based rental assistance / Rapid Rehousing 90 Households Assisted Estimate the number of extremely low-income, low-income, and moderate income families to whom the jurisdiction will provide affordable housing as defined by HOME 91.315(b)(2) The City will provide affordable housing to 1,558 extremely low-income, low-income, and moderate-income families over this five-year period: 10 rental units rehabilitated 50 rental units constructed 17 owner-occupied homes rehabilitated 25 households receiving down payment assistance 375 persons counseled through financial literacy training 4 units of homeowner housing constructed 60 households assisted with security deposit assistance through TBRA-SD 90 households assisted with rent & utility assistance through TBRA-RU – disaster response 285 jobs retained for LMI employees – disaster response 500 individuals assisted through public service to access to food - disaster response 142 households assisted through public service with rent and utility subsidies – disaster response Page 637 of 642 2019 ANNUAL ACTION PLAN AMENDMENT Substantial Amendment 3) revises the City of College Station’s 2019 Action Plan to enable the City of College Station to receive and administer $697,507.00 in Community Development Block Grant Coronavirus (CDBG-CV) funding from HUD, to include $500,000 of CDBG-CV fund to Public Service Agency and $197,507 to Economic Development. Eligible CDBG activities may include, but are not limited to, assisting low- and moderate-income households with rental and utility assistance for up to three months, food assistance programs, business assistance to retain employees, and support of other COVID-19 response services, such as medical/health related services. This funding and additional CDBG funding, which may be made available to the City by HUD through the CARES Act, will be used for the same purposes of the initial allocations, which prevent, prepare for, and respond to COVID-19. Substantial Amendment 4) Reprograms $312,479 of FY2019 CDBG funds from Acquisition to Economic Development; Substantial Amendment 5) Reprograms FY 2019 HOME funds in the amount of $46,575 from Owner-Occupied Rehabilitation, $301,246 from Homebuyer Assistance, and $152,677 from New Construction to the following projects: TBRA-RU -$475,000 and Tenant Based Rental Assistance - Security Deposits $25,498 (TBRA-SD); all in response to COVID-19 and though the utilization of HOME waivers. AP-05 EXECUTIVE SUMMARY A.1. Introduction Amendment 5/14/2020 On March 27, 2020, The Coronavirus Aid, Relief, and Economic Security Act (CARES) was signed making additional CDBG-CV funds available to entitlement communities. Included in the CARES Act were several waivers allowing communities to quickly make required changes to Consolidated Plan, Action Plans, and Citizen Participation Plans to expedite making funding available for the most pressing needs caused by the disaster declarations and various orders issued by local, state and federal government. B.2. Summarize the objectives and outcomes identified in the Plan Decent Housing 90 households assisted with TBRA-Rent & Utility Assistance (TBRA-RU) (Disaster Response) Suitable Living Environment 242 persons assisted with public services housing assistance (Disaster Response) 500 persons assisted with food assistance (Disaster Response) Expand Economic Opportunities 285 jobs retained through CDBG Economic Assistance Grant for small businesses (Disaster Response) C.4. Summary of Citizen Participation Process and Consultation Process Staff consulted with College Station ISD to determine the needs identified through the families affected by the local orders. 2-1-1 provided information regarding the highest number of calls by need. A survey was administered during the week of April 24 – May 1st. A public notice was included in the local newspaper regarding the substantial amendment and announcing a Public Hearing on May 7, 2020. A Public Comment Period was held from May 4 – May 8, 2020, reduced time allowed by waiver. A virtual meeting was held with local non-profit partners do discuss identified needs, changes in programs, and gaps in services based on current conditions. Page 638 of 642 D.5. Summary of Public Comments The following needs were identified: Food assistance, rent & utility assistance, medical assistance, and small business assistance to retain jobs. All were indicated as high priority. AP-15 Expected Resources The City of College Station will receive and administer an additional $697,507.00 in Community Development Block Grant through the Coronavirus Aide, Relief, and Economic Security Act (CDBG-CV) funding from HUD, to include $500,000 of CDBG-CV funds to Public Service Agency and $197,507 to Economic Development. Expected Resources Table Amended: Expected Amount Available Year 1ProgramSource of Funds Uses of Funds Annual Allocation: $ Program Income: $ Prior Year Resources: $ Total: $ Expe cted Amo unt Avai labl e Rem aind er of Con Plan $ Narrative Description CDBG CDBG-CV public - federal Acquisition Admin and Planning Economic Development Housing Public Improvements Public Services Original: $1,087,765 Amended: $1,785,272 0 $1,020,759 Original: $2,108,521 Amended: $2,806,031 0 Prior year resources include unspent CDBG funds from previous years and will be allocated to the following projects: Rehabilitation (minor repair) - $108,175; Demolition - $10,000; Acquisition - $673,310; Public Service Agency - $69,921; Code Enforcement - $3,437; Public Facility - $155,916; Amended: Acquisition: $111,126; Public Service Agency: $733,085; Economic Development - $794,144 Page 639 of 642 HOME public - federal Acquisition Homebuyer assistance Homeowner rehab Multifamily rental new construction Multifamily rental rehab New construction for ownership TBRA $473,289 $152,677 $175,040 $801,006 0 Program Income is expected to be generated from loan repayments from past rehabilitation/reconstruction projects and recaptured funds from the sale of homes assisted with HOME-funded down payment assistance and will be collected and accounted for use in PY 2020. Prior year resources include unspent HOME funds from previous years and will be allocated to the following projects: Rehabilitation/Reconstruction: $46,575 Amended: $0; CHDO - $70,993; Homebuyer Assistance - $392,548 Amended $91,302; Administration - $102,241 TBRA - $35,972 Amended $61,470; New Construction: $152,677 Amended $0; Added TBRA-RU: Amended $475,000 Table 5 – Expected Resources – Priority Table Page 640 of 642 Goals Summary Amended Sort Order Goal Name Start Year End Year Category Geographic Area Needs Addressed Funding Goal Outcome Indicator 1 Rental Housing – Rehabilitation 2015 2019 Affordable Housing City Wide Rental Housing Special Needs CDBG: Original: $1,089,639 Amended: $543,001 HOME: $70,993 Rental units rehabilitated: 1 Household Housing Unit 6 Homeownership – Down Payment Assistance 2015 2019 Affordable Housing City Wide Homeownership HOME: Original: $392,548 Amended: $91,302 Direct Financial Assistance to Homebuyers: 12 Amended: 3 Households Assisted 8 Homelessness - TBRA Security Deposits 2015 2019 Homeless City Wide Homelessness Rental Housing Special Needs HOME: Original: $35,972 Amended: $61,470 Tenant-based rental assistance / Rapid Rehousing: 60 Households Assisted 20 Rental Housing – Construction 2015 2019 Affordable Housing City Wide Rental Housing Special Needs HOME: $0 Rental units constructed: 0 21 Economic Development – Business Grant Program 2015 2019 Non-Housing Community Development Disaster Response City Wide Economic Development CDBG: Original: $50,000 Amended: $794,144 Businesses Assisted: 1 Amended Jobs Retained: 285 22 Tenant Based Rental Assistance – Rent & Utilities 2019 2019 Homeless Disaster Response City Wide Homelessness Rental Housing Special Needs HOME: Amended $475,000 Tenant based rental assistance/Rapid Rehousing: Amended: 90 23 Public Service – Food Banks 2019 2019 Non-Housing Community Development Disaster Response City Wide Public Service CDBG: Amended $250,000 Households assisted: Amended: 500 24 Public Services – Rental Housing Subsidies 2019 2019 Affordable Housing Disaster Response City Wide Public Service CDBG: Amended $280,000 Households assisted: Amended: 242 Table 6 – Goals Summary (Revised) Goal Descriptions Amended/Added Goal Name Economic Development - Business Grant Program21 Goal Description Disaster Response – provide funding for small businesses affected by the local, state, & federal disaster declarations so that they can retain jobs and stay open. Page 641 of 642 22 Goal Tenant Based Rental Assistance – Rent & Utility Goal Description Disaster Response – provide rental subsidies and utility payments to ensure residents whose income was affected by the local, state, & federal disaster declarations so that they can retain housing and avoid homelessness. 23 Goal Public Service – Food Banks Goal Description Disaster Response – provide funding to local public services agencies to ensure food insecurity caused by the local, state, & federal disaster declarations is addressed for residents 24 Goal Public Services – Rental Housing Subsidies Goal Description Disaster Response – provide funding to local public services agencies for rental subsidies and utility payments to ensure residents whose income was affected by local, state, and federal disaster declaration so that they can retain housing and avoid homelessness. Projects Amended/Added #Project Name Original Amended 2 Owner Housing - Rehabilitation/Reconstruction HOME: $46,575 HOME: $0 5 Homebuyer Assistance HOME: $392,548 HOME: $91,302 7 New Construction HOME: $152,677 HOME: $0 8 Tenant Based Rental Assistance-Security Deposit HOME: $35,972 HOME: $61,470 13 Tenant Base Rental Assistance – Rent/Utility HOME: $0 HOME: $475,000 4 Acquisition CDBG: $1,089,638 CDBG: $543,001 10 Public Service Agency CDBG: $233,085 CDBG: 733,085 12 Economic Development – Business Grant CDBG: $50,000 CDBG: $791,144 Table 1 - Project Information According to the Citizen Participation Plan, a substantial amendment is the individual 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. Therefore, this amendment is considered a substantial amendment. The Citizen Participation Plan, Consolidated Plan, and 2019 Annual Action Plan were revised to include funding made available through the CARES Act and amended Goals, Priorities, Projects, and amounts. All requirements of the Citizen Participation Plan were followed as indicated by the narrative in this document. Approved: _________________________________________ Amendment Date: Page 642 of 642