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Home My WebLink About07/11/2025 - Agenda Packet - Design Review Board College Station, TX Meeting Agenda Design Review Board 1101 Texas Ave, College Station, TX 77840 Internet:https://www.microsoft.com/microsoft-teams/join-a- meeting Meeting ID: 232 702 319 308 5 | Passcode: yx3B64X9 Phone: +1 979-431-4880 | Phone Conference: 620 089 875# The City Council may or may not attend this meeting. July 11, 2025 11:00 AM City Hall 1938 Executive Conference Room College Station, TX Page 1 Notice is hereby given that a quorum of the meeting body will be present in the physical location stated above where citizens may also attend in order to view a member(s) participating by videoconference call as allowed by 551.127, Texas Government Code. The City uses a third- party vendor to host the virtual portion of the meeting; if virtual access is unavailable, meeting access and participation will be in-person only. 1. Call meeting to order and consider absence requests. 2. Hear Visitors. At this time, the Chairperson will open the floor to citizens wishing to address issues not already scheduled on today's agenda. Each citizen’s presentation will be limited to three minutes in order to allow adequate time for the completion of the agenda items. Comments will be received and city staff may be asked to look into the matter, or the matter may be placed on a future agenda for discussion. A recording may be made of the meeting; please give your name and address for the record. 3. Agenda Items 3.1. Consideration, discussion and possible action to approve meeting minutes. Attachments: 1. July 14, 2023 3.2. Presentation, discussion, and possible action to consider an appeal to the landscape buffer standards in the Unified Development Ordinance Section 6.4.AB. “Specific Use Standards” for 111 Cooner Street, which is zoned GC General Commercial and R-4 Multi-Family. Case #AWV2025-000028 Sponsors: Jeff Howell Attachments: 1. Staff Report 2. Applicant’s Supporting Information 3. Zoning Map 4. Landscape Buffer Appeal Exhibit 5. Site Plan (in process) (6/16/25 Submittal with updated landscape plan) 4. Discussion and possible action on future agenda items. A 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. Page 1 of 32 Design Review Board Page 2 July 11, 2025 5. Adjourn. Adjournment into Executive Session may occur in order 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 and at College Station City Hall, 1101 Texas Avenue, College Station, Texas, on July 3, 2025 at 5:00 p.m. City Secretary This building is wheelchair accessible. Persons with disabilities who plan to attend this meeting and who may need accommodations, auxiliary aids, or services such as interpreters, readers, or large print are asked to contact the City Secretary’s Office at (979) 764-3541, TDD at 1-800-735-2989, or email adaassistance@cstx.gov at least two business days prior to the meeting so that appropriate arrangements can be made. If the City does not receive notification at least two business days prior to the meeting, the City will make a reasonable attempt to provide the necessary accommodations. 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 Sub-Capitulo 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 2 of 32 Minutes Design Review Board July 14, 2023 City Hall 1938 Executive Conference Room Board Members Present: Acting Chairperson Ray Holiday, Board Members David Hebert, Nicole Gallucci, and Barry Ely Board Members Absent: Chairperson Jason Cornelius, Board Members Susan McGrail and William McKinney Staff Present: Director of Planning and Development Services Michael Ostrowski, Assistant Director of Planning and Development Services Molly Hitchcock, Senior Planner Jeff Howell, and Staff Assistant II Tiffany Romero AGENDA ITEM NO. 1: Call to order. Acting Chairperson Holiday called the meeting to order at 11:33 a.m. AGENDA ITEM NO. 2: Hear Visitors No visitors spoke. AGENDA ITEM NO. 3.1: Consideration, discussion, and possible action to approve meeting minutes. • September 9, 2022 Board Member Gallucci motioned to approve the minutes. Board Member Hebert seconded the motion, which passed (4-0). AGENDA ITEM NO. 3.2: Presentation, discussion, and possible action to consider a waiver to the Unified Development Ordinance Section 7.10.C.3.a "Horizontal Façade Articulation" for 1500 Holleman Drive East, which is zoned WPC Wolf Pen Creek. Case # AWV2023-000012 Senior Planner Howell presented the waiver request to not provide horizontal facade articulation for the building's primary facade facing Holleman Drive East to the Board, and recommended approval of the request. Board Member Hebert asked if the problem is the vertical articulation or horizontal. Page 3 of 32 Senior Planner Howell said it would be the horizontal articulation that is not meeting the depth and width requirements. Code requires that there is four feet of articulation projection or recession from the main plane that is a minimum of 33% of the width of the entire facade. This project is 211-ft. long, so 69 ft. 9 in. in width would be required. The applicant is requesting the waiver as they do not meet either requirement. Acting Chairperson Holiday said he thinks the bump outs that they are doing are eight inches. Senior Planner Howell said that there are several architectural relief elements that they are providing as per NRA standards. They are also providing awnings and canopies that are in excess of 18 inches. Board Member Gallucci asked when the structure was built. Senior Planner Howell stated it was built in 1981. Board Member Gallucci asked when the requirement was enacted. Assistant Director of Planning and Development Services Molly Hitchcock stated it was enacted in 2003. Acting Chairperson Holiday stated they did a good job meeting the spirit of what was asked in the UDO. He stated that the four-ft. bump outs do not appear functional and larger elements would require structural and foundation alterations. Board Member Hebert stated that the back of the building looks like they have the horizontal articulation and asked if the front is just where the issue is. Senior Planner Howell confirmed the waiver is only for the front façade. Board Member Ely asked if the building would need the addition of concrete or some other material to reach the required depth. Senior Planner Howell introduced the applicant to answer questions. Mr. Sterling Thompson, Applicant, Sterling and Kap Architects, LLC joined via Teams and explained that they do not feel like it is in their benefit to do some of the articulations. The four-ft. bump out would require cutting through concrete walls, opening them up, then having to re-support the structure that is already in place. He stated that they would have to dig out concrete on the outside and replace with a structured foundation for the four-ft. projections and add to the steel framing. It does not seem like it would create any benefit to have to go through all that structural change to gain the four-ft. articulation. For the use that is intended for the building, it does not provide a functional benefit for the inside of the building and does not create any useable space for how this building is planning to be used. Mr. Thompson stated that the building will be a food court, with 28 to 29 small spaces, that will have different food services. He stated that they feel like they have tried to meet the intent of the ordinance with the front façade of an existing, unused building. They have added things to the face Page 4 of 32 of the building and projected them above the roof to hide roof top equipment. They have created more interest with new window openings and new materials across the front. The front entry will project out six or seven feet and new entries on the side and the back of the building will have the same treatment. The building will have open patios for food service outside and will connect to the Wolf Pen Creek trail. Acting Chairperson Holiday asked for action on the waiver. Board Member Ely motioned to approve the waiver, Board Member Hebert seconded the motion, which passed (4-0). AGENDA ITEM NO. 4: Possible action and discussion on future agenda items – A Design Review Board 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. There were no items presented. AGENDA ITEM NO. 5: Adjourn. Acting Chairperson asked for motion to adjourn. Board Member Hebert motioned to adjourn the meeting, Board Member Ely seconded the motion, which passed (4-0). The meeting was adjourned at 11:51 a.m. APPROVED: _________________________________ Chairperson, Jason Cornelius ATTEST: _________________________________ Tiffany Romero, Board Secretary Page 5 of 32 Design Review Board July 11, 2025 DESIGN REVIEW BOARD Appeal to Landscape Buffer Standards for BTU Shady Lane Substation AWV2025-000028 REQUEST:A waiver to the landscape buffer standards in UDO Section 6.4.AB. “Specific Use Standards” in order to reduce the landscape buffer width. SCALE:1.07 acres for the substation Approximately 188 linear feet required to be buffered LOCATION:111 Cooner Street ZONING DISTRICT:GC General Commercial and R-4 Multi-Family APPLICANT:Burns & McDonnell Engineering PROJECT MANAGER: Jeff Howell, Senior Planner jhowell@cstx.gov RECOMMENDATION:Staff recommends denial of waiver request. SUMMARY: The applicant is requesting the Board to modify the requirement of a 20-foot wide landscape buffer and reduce it to a 15-foot wide buffer for the BTU Shady Lane Substation. While the existing substation is proposing to expand, there is additional developable area for the development to be redesigned and provide the required buffer. The applicant states that with the required 20-foot buffer it is not be possible for BTU to meet their required maintenance and operational electrical equipment safety clearances. The applicant is proposing to install an 8’ high wall, as opposed to the 6’ fence required, leave an existing wooden fence in place, and utilize existing trees to meet the UDO planting requirement within the buffer. Page 6 of 32 Design Review Board July 11, 2025 Page 7 of 32 Design Review Board July 11, 2025 BACKGROUND: The applicant is presently site planning for an expansion of the existing BTU Shady Lane Substation. The development is proposed to expand the existing utility site from the current 0.49 acres to 1.07 acres (111, 113, 201, and 203 Cooner Street). The surrounding property is zoned GC General Commercial, R-4 Multi-Family, and O Office across Cooner Street. The property is also adjacent to the City of Bryan towards the north side of the property. The applicant is requesting the Board to waive the 20-foot landscape buffer requirement and instead allow for the landscape buffer to be to 15-feet wide. The applicant is proposing to install an 8-foot high wall along the project boundary and utilize existing trees within the buffer yard to meet the planting requirements per Section 7.7.F. “Minimum Buffer Standards” of the UDO. The applicant shows on the exhibit there are 15 existing trees (14 canopy and 1 non-canopy tree) located within the buffer as well as an existing 6-foot tall fence to remain in place between subject property and the adjacent residential use. The 20’ buffer is required because the adjacent property is being used as a duplex (single-family residential). The applicant is requesting the reduction to the landscape buffer width as they have stated it not be possible for BTU to meet their required maintenance and operational electrical equipment safety clearances. Page 8 of 32 Design Review Board July 11, 2025 REGULATION: The ordinance requires a landscaped buffer to provide a visual barrier between different zoning districts and to help mitigate any negative impacts of adjacent land uses on developed or developing properties. A buffer should visibly separate one use from another and shield or block noise, glares, or other nuisances. Since the proposed use is for a utility with activities not contained within a building, this development is required to have a 6-foot tall privacy fence and 20-foot landscape buffer with plantings on the eastern boundary per UDO Section 6.4.AB “Utilities”. A buffer is not required adjacent to City of Bryan and other multi-family or commercial uses, and does not apply to the north, west and south sides. The planting requirements within the buffer includes both canopy and non-canopy trees, but may be reduced to 50% when a wall is provided. BOARD AUTHORITY: UDO Section 7.7.H.3. “Appeals” of the UDO states that, "The Design Review Board may authorize on appeal alternative buffer standards for a specific property or a waiver to this Section when such standards or variance will not be contrary to the public interest where, owing to unique and special conditions not normally found in like areas, strict enforcement of the provisions of the ordinance by the Administrator would result in unnecessary hardship, and so that the spirit of this Section shall be observed and substantial justice done." STAFF RECOMMENDATION: Staff recommends denial of this request. Requiring a larger buffer between the utility and the adjacent residential development would not negatively effect this development. Based on the proposal, while the existing substation is able to expand, it could be redesigned in order to provide the required area between these two uses. The purpose of the buffer is to not only provide a visual separation, but is also to help mitigate any negative impacts of adjacent land uses on existing or developing properties that are more intense. The applicant has proposed the buffer to be reduced to 15-feet, proposing to add a wall, keep the existing fence in place and utilize existing trees thus creating a visual barrier between the two uses. The existing trees within the buffer exceed the number of plantings required by Section 7.7.F. The reduced buffer may be injurious to the interest of adjacent landowners as the existing substation is proposed to double in size. Utilities are identified in the Specific Use Standards as needing to provide a 20’ buffer and reducing the physical distance between the existing residential use and the utility substation does not meet the intent of the buffer section of the UDO. There is a unique condition not normally found due to an existing utility facility located between existing developments that is proposing to expand to provide services. The proposed site plan for the BTU Shady Lane Substation will be designed to also include streetscaping along Cooner Street. As stated by the applicant a hardship exists that “without the additional five feet of space, it will not be possible for BTU to meet their required maintenance and operational electrical equipment safety clearances.” They have also indicated that “While designing the Project, every effort has been made to maximize the space available while meeting the goal of the expansion and meeting College Station landscape and ordinance requirements.” SUPPORTING MATERIALS: 1. Applicant’s Supporting Information 2. Zoning Map 3. Landscape Buffer Appeal Exhibit 4. Site Plan (in process) (6/16/25 Submittal with updated landscape plan) Page 9 of 32 Page 1 of 3 APPEAL/WAIVER APPLICATION SUPPORTING INFORMATION AWV2025-000028 Name of Project: SEEKING A 15-FOOT LANDSCAPE BUFFER (AWV2025-000028) Address: 111 COONER ST Legal Description: COONER, BLOCK 1, LOT 6A (W HLF OF) Applicant: Burns & McDonnell Engineering Property Owner: BRYAN CITY OF - BTU Current Zoning: R-4 and GC Applicable ordinance section being appealed/seeking waiver from: Section 6.4.AB. of the UDP The following specific alternative to, or waiver from, the ordinance is requested: Reduction of the 20-foot setback to 15 feet The unnecessary hardship(s) involved by meeting the provisions of the ordinance is/are: Without the additional five feet of space, it will not be possible for BTU to meet their required maintenance and operational electrical equipment safety clearances. This presents a significant concern, as it directly impacts operator safety and the overall reliability of the electrical grid. The space between the distribution bays and the transformer riser structure is essential for BTU personnel to safely operate a telehandler, which is used to lift and relocate circuit breakers during routine maintenance. The inability to perform these tasks safely and efficiently could result in increased risk to both personnel and critical infrastructure. Page 10 of 32 Page 2 of 3 The following alternatives to the requested appeal/waiver are possible: While designing the Project, every effort has been made to maximize the space available while meeting the goal of the expansion and meeting College Station landscape and ordinance requirements. Further reduction of the usable space will render the expansion project unable to be build in a manner that will allow for safe operations and maintenance. Substitution of building materials explanation: N/A Alternative materials on facade work on an existing building explanation: N/A Provide additional information for alternate colors or materials for a franchised or chain restaurant: N/A Facade articulation and/or roofline waiver: N/A Not financially feasible explanation: Financial feasibility is not the issue. Safe operation and maintenance is the concern. Not structurally feasible explanation: Structural feasibility is not the issue. Safe operation and maintenance is the concern. Page 11 of 32 Page 3 of 3 Page 12 of 32 205 E. 28TH STREET  P.O. BOX 1000  BRYAN, TX 77805  PHONE: 979.821.5715  FAX: 979.821.5795  WWW.BTUTILITIES.COM Bryan Texas Utilities Shady Lane Substation Expansion City of College Station Variance Request Statement of Justification Bryan Texas Utilities (BTU) hereby requests to have their appeal on the buffer decision related to the Shady Lane Substation Project (Project) presented before the College Station Design Review Board. The request appeals the 20-feet side buffer decision and seeks to set the buffer at 15 feet. The setback buffer is governed by Section 6.4.AB. of the Unified Development Ordinance (UDO). This project seeks to upgrade and expand the Shady Lane Substation to increase system capacity, enhance operational reliability, and ensure the substation can meet current and future electrical demand in the area. This upgrade to the Shady Lane serves the public interest due to the critical role this electrical system plays in grid operations between BTU and College Station. A failure at this substation would have consequences impacting the local CSU distribution network. Upgrading this substation is vital to enhancing its reliability and resilience, both of which are critical for maintaining continuous power delivery to residential, commercial, and public infrastructure customers. The BTU Shady Lane substation has been in operation for more than 30 years at this location. The substation property is a 0.49-acre (combined) and is located on parcels identified as Property ID R20671 and R24313. The expansion properties are 0.58 acre (combined) and located at 111, 113, and 203 Cooner Street (Property IDs R24311, R95969, and R24314, respectively). The Project proposed to expand onto the three adjacent parcels due to the proximity of the existing infrastructure. Even with the use of the adjacent vacant parcels, the Project does not have the necessary space required to properly update and expand the substation and maintain a 20-foot buffer on the east side. A. Substation Safety While designing the Project, every effort has been made to maximize the space available while meeting the goal of the expansion and meeting College Station landscape and ordinance requirements.. Without the additional five feet of space, it will not be possible for BTU to meet their required maintenance and operational electrical equipment safety clearances. This presents a significant concern, as it directly impacts operator safety and the overall reliability of the electrical grid. The space between the distribution bays and the transformer riser structure is essential for BTU personnel to safely operate a telehandler, which is used to lift and relocate circuit breakers during routine maintenance. The inability to perform these tasks safely and efficiently could result in increased risk to both personnel and critical infrastructure. Page 13 of 32 205 E. 28TH STREET  P.O. BOX 1000  BRYAN, TX 77805  PHONE: 979.821.5715  FAX: 979.821.5795  WWW.BTUTILITIES.COM B. Additional Screening and Vegetation In a good faith effort to meet the College Station landscape and ordinance requirements, the Projects usable footprint was reduced to the maximum extent possible to allow for setbacks and landscaping. Multiple redesigns have been made to allow for landscaping to be implemented along the front setback of the substation to meet the requirements of Section 7.6 of the UDO. The Project is also preserving existing trees along the eastern boundary to provide natural screening of the substation from residential housing. Additionally, the Project has proposed the installation of an 8-foot-tall decorative fence in this location to further screen the substation from residential housing in this location. Section 7.7.F. of the UDO states that the buffer requirements are designed to permit and encourage flexibility in the widths of the buffer yards, the number of plants required in the buffer yard, and the use of opaque screens. It is believed that the current design of the Project, meets or exceeds the intention of the screening requirements in the Section 7.7.F.4. of the UDO. C. Responses to Site Plan Review (SP2025-000012) Comments It is understood the Site Plan Review (SP2025-000012) is not complete and the Site Plan has not been approved. The comments from the first review have been addressed and are reflected in the attached drawings and response letter. It is also understood that if plans change due to subsequent comments, this appeal may need to be re-submitted. Page 14 of 32 Page 15 of 32 33 5 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINELOWBUS LOWBUS10'-0"10'-0"9'-0"10'-0"9'-0"10'-0"10'-0"10'-0"10'-0"7'-0"17'-0" 11'-9 " 3'-8" 32'-6" 15'-0" 10'-0" 10'-0" EAS T -W E S T BAS E L I N E NORTH-SOUTHBASELINES69021BS69021A 5'-0"PT-1 S69025 SA SA SA S69022AGCB69021S69024BGCB69024S69024AS911 2 S9111 S69026 PT-3 TR-11 2 TR-11 1 21436 36 3628436A 36 A 214 36 214 3636a36A214 284 36 200 36A 284 200 36A 216 215 215 215 215 * * ØBØC ØAØBØAØCØBØCØAØB ØB ØA ØC ØCØBØA ØA ØC ØB ØA SMPT-2 03 0304 040505 0505040405050910 1007 07 07 07 8'-0"06 06 06069'-0"101007 07 080807 07 216 09 GCB69022 32'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"10'-0"5'-0"5'-0"8'-0"5'-0"5'-0"8'-0"11'-0"~13'-2" 3'-8" 12'-0" 12'-0" 12'-0"12'-0" 12'-0" 12'-0" 9'-0"9'-0" 6'-0" 6'-0" 6'-0"6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"6'-0" 6'-0" 2'-6"2'-6" SA13'-0"13'-0"9'-0"9'-0"6'-6"3'-8"5'-0"31'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"XXX XXXXX X X X X X X XXXXØA XXXFFFFFFFFF X X X X X X XXX F F F SFFFFFFXXXSSS F F F X X XXXX ØA ØB ØC 8'-6"ØB ØA ØC X X X XXX F F F 24653 124 6531246531 24653124653124 65312465 3124653 12465 3124653124 6 53169kV TO ATKINS 69kV T O E A S T ØA ØB ØC S690 2 2 B 12'-0" 12'-0" 12'-0" 12'-0"6'-0" 6'-0" 6'-0"6'-0" 6'-0" 6'-0"6'-0"10'-0" 215 215 215 215 VCB1122 VCB1132 VCB1142 VCB5112 VCB1112 13'-0" 13'-0" 6'-0" ØA ØB ØC ØA ØB ØC 15'- 0 " 13'-6" S6902 3 A S69023B GCB69023ØCPT-4 09 097'-0" 09 09 SM SS284 * *** 216 14'-0" S5112 C 07 07 09 09 ØC ØB ØA 19'-4"12'-0"8'-0" ØC ØB ØA 0808OPGWOPGWSASA VCB5115 VCB1131 VCB1121 VCB1111 VCB1141 S511 9 A VCB5111 * * * * * * * * * *PBM-4PBM-1PBM-2PBM-333 6 33 7 338337 338 336 337 336 334 334 333332331 335 335 3 3 5 33 6 33 7 33833733833 9 336335337 336 335334 334333332331 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINEPBM-4PBM-1PBM-2PBM-3PROPOSEDPARKINGAREAPROPOSEDCONTROLBUILDINGF.F.E.=335.50LPSSPPPPPPWWW W WW W WWW W WWW W WWW W WW W WWW W WWW W WWW W WW W WEngineering License #F-845ScDOe FRr MicrRIiOPingIncKes MiOOiPeWers nR.GDWeGescriSWiRnE\1141312111098765432JIHGFEDCBAGDWeGeWDiOeGcKeckeGGesigneGRIsKeeWsKeeWsSrRMecWcRnWrDcWreY.GrDZingIiOeckGCOPYRIGHT © BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 01/23/25L. HAYB. SWARTZB. SWARTZSHADY LANE SUBSTATIONLANDSCAPE PLAN155993–11-LND-01A1211-LND-01.DWGISSUEDFOR REVIEWNORTHBRYAN TEXASUTILITIES0SCALE IN FEET20'10'40'LANDSCAPE REQUIREMENTS:LEGEND:1.LOCATE UTILITIES PRIOR TO COMMENCING LANDSCAPE OPERATIONS. ALL TREES SHALL BE FIELD POSITIONEDAS TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANYCONFLICTS OR OBSTRUCTIONS.2.CONTRACTOR SHALL STAKE ALL PLANTING AREAS IN THE FIELD PRIOR TO PLANTING FOR APPROVAL OF THEOWNER OR THEIR REPRESENTATIVE.3.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO PLANTING. ANY DISCREPANCIES WITH THE PLANSHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE PLAN QUANTITIES SHALLSUPERCEDE SCHEDULED QUANTITIES.4.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY AND SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 THE 'AMERICAN STANDARD FOR NURSERY STOCK'.5.ALL PLANTING BEDS & NATIVE GRASS STANDS SHALL BE EDGED AS SHOWN IN PLAN.6.PREPARE PLANTING BEDS AND INCORPORATE AMENDMENTS ACCORDING TO PLANS.7.SHREDDED HARDWOOD MULCH, PER SPECIFICATIONS SHALL BE USED AS A THREE INCH (3") TOP DRESSING INALL PLANTING BEDS AND AROUND ALL TREES. SINGLE TREES AND SHRUBS SHALL BE MULCHED TO THEOUTSIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND.8.ALL TREES SHALL BE STAKED PER DETAIL.9.ALL PLANT MATERIAL SHALL BE INSTALLED TO ALLOW A ONE FOOT (1') CLEARANCE BETWEEN PLANT ANDADJACENT PAVEMENT.10.THE LANDSCAPE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL THE SITE IS FREE OF DEBRIS CAUSED BYON-GOING CONSTRUCTION OPERATIONS. REMOVAL OF DEBRIS SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. LANDSCAPE WORK SHALL NOT BEGIN UNTIL THE LANDSCAPE ARCHITECT AND OWNERHAVE GIVEN WRITTEN APPROVAL FOR SUCH. THERE SHALL BE NO DELAYS DUE TO LACK OF COORDINATIONFOR THIS ACTIVITY.11.THE LANDSCAPE ARCHITECT AND OWNER SHALL APPROVE GRADES AND CONDITION OF SITE PRIOR TOSODDING/SEEDING OPERATIONS.12.ALL AREAS DISTURBED DURING CONSTRUCTION AND NOT DESIGNATED FOR OTHER PLANTINGS OR HARDSCAPESHALL BE SODDED WITH TURF TYPE FESCUE. 100% SOD COVERAGE IS REQUIRED IN RIGHT-OF-WAY ANDADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.13.ALL NEW PLANTING SHALL BE IRRIGATED BY A SYSTEM INSTALLED BY A CERTIFIED INSTALLER AND APPROVEDBY THE CITY PRIOR TO THE ISSUE OF A CERTIFICATE OF OCCUPANCY. REFER TO SHEET 11-LND-02.14.TREE PROTECTION BARRICADES MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL ASTHROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. BARRICADE FOR INDICATED TREES TO BE CONSTRUCTEDWITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL T-POSTS.LANDSCAPE NOTES:SITE AREA + STREETSCAPE TOTALSITE AREA46,961 SF30 POINTS/ 1,000 SFREQUIRED1,409 POINTSSTREETSCAPE POINTS191 LF6 ADDITIONAL POINTS PER LF STREETREQUIRED1,146 POINTSTOTAL POINTS2,555MINIMUM REQUIREDPOINT CREDITS10% LA PREPARATION255STREET TREE CREDITS1,350REVISED TOTAL 1,605EXISTING TREES WITH BARRICADE (6)14,200SEE TABLESOD AT PERIMETERPROVIDED TOTAL 15,805SECTION 7.6.D.2 REQUIRES 1 CANOPY TREE PER 32' LF OF STREET FRONTAGE. 6 TREESREQUIRED. 6 PROVIDED.3 x ROOT BALL DIA.PRUNE OUT ANY DEAD OR BROKENBRANCHES AND REMOVE DEBRISFROM SITE.SECURE TREE TO STAKES WITH STRAPS. STRAPSSHALL BE LOOSE ENOUGH TO ALLOW SOMEMOVEMENT OF THE TRUNK WITH THE WIND.MIN. 6' LONG STEEL STAKES SECUREDINTO UNDISTURBED SOIL. PLACE NORTHAND SOUTH OF TREE.SET TREE WITH TOP OF ROOT BALL FLUSH WITH GRADE.TRUNK FLARE MUST BE VISIBLE AT THE TOP OF ROOTBALL. REMOVE EXCESS SOIL TO TOP OF LATERAL ROOTS.3" SHREDDED HARDWOOD MULCH. DO NOT PLACE ONTRUNK OR TRUNK FLARE. BERM AT OUTER EDGES OFRING TO CREATE A SAUCER FORM.REMOVE TWINE AND CAGE FROM ROOTBALL AND TRUNK. PEEL AND REMOVEBURLAP FROM TO 1/3 OF THE ROOT BALL.PLANTING HOLE SHALL BE AT LEAST 3 TIMESWIDER THAN THE SPREAD OF ITS ROOTS,BUT NO DEEPER. PLACE ROOT BALL ONUNDISTURBED SOIL WITH ROOT FLARE EVENWITH OR 1" ABOVE GRADE. SCARIFY SIDESAND BOTTOM OF PIT.AMEND SOIL ACCORDING TO SPECIFICATIONS.NOTES:1.TREES THAT DO NOT MEET THE SIZE REQUIREMENT WILL BE REJECTED.2.TREES SHALL BE INSPECTED BY OWNERS REPRESENTATIVE PRIOR TOINSTALLATION.SECTIONDECIDUOUS TREE PLANTING DETAILEXISTING TREES SHALLREMAIN AND BE PROTECTEDAS CONSTRUCTION ANDPROPERTY LINES ALLOWSHADE TREESQTYBOTANICAL NAMECOMMON NAMESIZECOND POINTS VALUEPOINTS 4TAXODIUM DISTICHUMBALD CYPRESS 2.5" B&B 225 900 2QUERCUS PHELLOWWILLOW OAK2.5" B&B 225 450PLANT SCHEDULE:RELEASED FOR REVIEW ONLY BY BRITTNEYSWARTZ, R.L.A.# 2845 ON 01/23/2025 AND SHALLNOT BE USED FOR CONSTRUCTION PURPOSES.GENERAL LOCATION OF CITYOF COLLEGE STATIONWATER METERCITY OF COLLEGE STATIONAPPROVAL BLOCK1/23/25ISSUED FOR REVIEWLHBSAPROPOSED SUBSTATION PADEXISTING SUBSTATION PADPROPOSED CONCRETE PAVEMENTPROPOSED SOD AREASEXISTING TREEEXISTING DEMO TREETREE PROTECTION1'-0" MIN.LOCATE TREEPROTECTION FENCE1 FT. OUTSIDE OFDRIPLINE.METAL 'T' POSTMIN. 6' LONGORANGECONSTRUCTIONFENCESECTIONNOTES:1.CONSTRUCTION FENCE SHALL BE INSTALLEDPRIOR TO CONSTRUCTION OPERATIONS2.CONTRACTOR SHALL BE RESPONSIBLE FORFENCE MAINTENANCE. REPAIR AND/ORREPLACE ALL SECTIONS DAMAGED DURINGCONSTRUCTION OPERATIONS3.CONTRACTOR SHALL BE RESPONSIBLE FORHEALTH OF PROTECTED TREES THROUGHOUTTHE CONSTRUCTION PERIOD. TREES SHOWINGSIGNS OF STRESS SHALL BE BROUGHT TO THEATTENTION OF THE OWNERS REPRESENTATIVEIMMEDIATELY. ALL TREES THAT DIE DUE TOCONSTRUCTION OPERATIONS SHALL BEREPLACED AT THE CONTRACTORS EXPENSE.THE REPLACEMENT TREE SHALL BE OFCOMPARABLE SIZE & SPECIES BASED ONNURSERY AVAILABILITY. CONTRACTOR SHALLSUBMIT REPLACEMENT TREES TO OWNERSREPRESENTATIVE FOR FINAL ACCEPTANCEPRIOR TO INSTALLATION.TREE PROTECTION DETAILPage 16 of 32 33 5 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINE2465312465312465 31 246531 24653124 653124653 1 2465312465 312465 312 46531 PROPOSEDCONTROLBUILDING20' X 30'PBM-4PBM-1PBM-2PBM-333 6 33 7 338337 338 336 337 336 334 334 333332331 335 335 LPSSPPPPPPWWW WWW W W WW W W W W W W W W WWW W W WW W W W W W W W W WWW W W 3 3 5 33 6 33 7 33833733833 9 336335337 336 335334 334333332331 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINEPBM-4PBM-1PBM-2PBM-3PROPOS E D CONC R E T E DRI V E P A T HPROPOSEDCONTROLBUILDINGF.F.E.=336.30HEIGHT = 16'-6"2465312465312465 31 246531 24653124 653124653 1 2465312465 312465 312 46531 PROPOSEDCONTROLBUILDING20' X 30'PROPOSEDPARKINGAREA Engineering License #F-845ScDOe FRr MicrRIiOPingIncKes MiOOiPeWers nR.GDWeGescriSWiRnE\1141312111098765432JIHGFEDCBAGDWeGeWDiOeGcKecNeGGesigneGRIsKeeWsKeeWsSrRMecWcRnWrDcWreY.GrDZingIiOecNGCOPYRIGHT © BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 06/10/25L. HAYB. SWARTZB. SWARTZSHADY LANE SUBSTATIONLANDSCAPE PLAN155993–11-LND-01C1211-LND-01.DWGISSUEDFOR REVIEWNORTHBRYAN TEXASUTILITIES0SCALE IN FEET20'10'40'LANDSCAPE REQUIREMENTS:LEGEND:1.LOCATE UTILITIES PRIOR TO COMMENCING LANDSCAPE OPERATIONS. ALL TREES SHALL BE FIELD POSITIONEDAS TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANYCONFLICTS OR OBSTRUCTIONS.2.CONTRACTOR SHALL STAKE ALL PLANTING AREAS IN THE FIELD PRIOR TO PLANTING FOR APPROVAL OF THEOWNER OR THEIR REPRESENTATIVE.3.CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO PLANTING. ANY DISCREPANCIES WITH THE PLANSHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE PLAN QUANTITIES SHALLSUPERCEDE SCHEDULED QUANTITIES.4.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY AND SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 THE 'AMERICAN STANDARD FOR NURSERY STOCK'.5.ALL PLANTING BEDS & NATIVE GRASS STANDS SHALL BE EDGED AS SHOWN IN PLAN.6.PREPARE PLANTING BEDS AND INCORPORATE AMENDMENTS ACCORDING TO PLANS.7.SHREDDED HARDWOOD MULCH, PER SPECIFICATIONS SHALL BE USED AS A THREE INCH (3") TOP DRESSING INALL PLANTING BEDS AND AROUND ALL TREES. SINGLE TREES AND SHRUBS SHALL BE MULCHED TO THEOUTSIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND.8.ALL TREES SHALL BE STAKED PER DETAIL.9.ALL PLANT MATERIAL SHALL BE INSTALLED TO ALLOW A ONE FOOT (1') CLEARANCE BETWEEN PLANT ANDADJACENT PAVEMENT.10.THE LANDSCAPE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL THE SITE IS FREE OF DEBRIS CAUSED BYON-GOING CONSTRUCTION OPERATIONS. REMOVAL OF DEBRIS SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. LANDSCAPE WORK SHALL NOT BEGIN UNTIL THE LANDSCAPE ARCHITECT AND OWNERHAVE GIVEN WRITTEN APPROVAL FOR SUCH. THERE SHALL BE NO DELAYS DUE TO LACK OF COORDINATIONFOR THIS ACTIVITY.11.THE LANDSCAPE ARCHITECT AND OWNER SHALL APPROVE GRADES AND CONDITION OF SITE PRIOR TOSODDING/SEEDING OPERATIONS.12.ALL AREAS DISTURBED DURING CONSTRUCTION AND NOT DESIGNATED FOR OTHER PLANTINGS OR HARDSCAPESHALL BE SODDED WITH TURF TYPE FESCUE. 100% SOD COVERAGE IS REQUIRED IN RIGHT-OF-WAY ANDADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.13.ALL NEW PLANTING SHALL BE IRRIGATED BY A SYSTEM INSTALLED BY A CERTIFIED INSTALLER AND APPROVEDBY THE CITY PRIOR TO THE ISSUE OF A CERTIFICATE OF OCCUPANCY. REFER TO SHEET 11-LND-02.14.TREE PROTECTION BARRICADES MUST BE IN PLACE PRIOR TO ANY DEVELOPMENT ACTIVITY AS WELL ASTHROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. BARRICADE FOR INDICATED TREES TO BE CONSTRUCTEDWITH 48" HIGH ORANGE PLASTIC CONSTRUCTION NETTING AND SECURED TO STEEL T-POSTS.LANDSCAPE NOTES:3 x ROOT BALL DIA.PRUNE OUT ANY DEAD OR BROKENBRANCHES AND REMOVE DEBRISFROM SITE.SECURE TREE TO STAKES WITH STRAPS. STRAPSSHALL BE LOOSE ENOUGH TO ALLOW SOMEMOVEMENT OF THE TRUNK WITH THE WIND.MIN. 6' LONG STEEL STAKES SECUREDINTO UNDISTURBED SOIL. PLACE NORTHAND SOUTH OF TREE.SET TREE WITH TOP OF ROOT BALL FLUSH WITH GRADE.TRUNK FLARE MUST BE VISIBLE AT THE TOP OF ROOTBALL. REMOVE EXCESS SOIL TO TOP OF LATERAL ROOTS.3" SHREDDED HARDWOOD MULCH. DO NOT PLACE ONTRUNK OR TRUNK FLARE. BERM AT OUTER EDGES OFRING TO CREATE A SAUCER FORM.REMOVE TWINE AND CAGE FROM ROOTBALL AND TRUNK. PEEL AND REMOVEBURLAP FROM TO 1/3 OF THE ROOT BALL.PLANTING HOLE SHALL BE AT LEAST 3 TIMESWIDER THAN THE SPREAD OF ITS ROOTS,BUT NO DEEPER. PLACE ROOT BALL ONUNDISTURBED SOIL WITH ROOT FLARE EVENWITH OR 1" ABOVE GRADE. SCARIFY SIDESAND BOTTOM OF PIT.AMEND SOIL ACCORDING TO SPECIFICATIONS.NOTES:1.TREES THAT DO NOT MEET THE SIZE REQUIREMENT WILL BE REJECTED.2.TREES SHALL BE INSPECTED BY OWNERS REPRESENTATIVE PRIOR TOINSTALLATION.SECTIONDECIDUOUS TREE PLANTING DETAILEXISTING TREES SHALLREMAIN AND BE PROTECTEDAS CONSTRUCTION ANDPROPERTY LINES ALLOWSHADE TREESQTYBOTANICAL NAMECOMMON NAMESIZECOND POINTS VALUEPOINTS 4TAXODIUM DISTICHUMBALD CYPRESS 3.5" B&B 450 1,800 2QUERCUS PHELLOWWILLOW OAK3.5" B&B 450 900PLANT SCHEDULE:RELEASED FOR REVIEW ONLY BY BRITTNEYSWARTZ, R.L.A.# 2845 ON 06/10/2025 AND SHALLNOT BE USED FOR CONSTRUCTION PURPOSES.GENERAL LOCATION OF CITYOF COLLEGE STATIONWATER METERCITY OF COLLEGE STATIONAPPROVAL BLOCK1/23/25ISSUED FOR REVIEWLHBSAPROPOSED SUBSTATION PADEXISTING SUBSTATION PADPROPOSED CONCRETE PAVEMENTPROPOSED SOD AREASEXISTING TREEEXISTING DEMO TREETREE PROTECTION1'-0" MIN.LOCATE TREEPROTECTION FENCE1 FT. OUTSIDE OFDRIPLINE.METAL 'T' POSTMIN. 6' LONGORANGECONSTRUCTIONFENCESECTIONNOTES:1.CONSTRUCTION FENCE SHALL BE INSTALLEDPRIOR TO CONSTRUCTION OPERATIONS2.CONTRACTOR SHALL BE RESPONSIBLE FORFENCE MAINTENANCE. REPAIR AND/ORREPLACE ALL SECTIONS DAMAGED DURINGCONSTRUCTION OPERATIONS3.CONTRACTOR SHALL BE RESPONSIBLE FORHEALTH OF PROTECTED TREES THROUGHOUTTHE CONSTRUCTION PERIOD. TREES SHOWINGSIGNS OF STRESS SHALL BE BROUGHT TO THEATTENTION OF THE OWNERS REPRESENTATIVEIMMEDIATELY. ALL TREES THAT DIE DUE TOCONSTRUCTION OPERATIONS SHALL BEREPLACED AT THE CONTRACTORS EXPENSE.THE REPLACEMENT TREE SHALL BE OFCOMPARABLE SIZE & SPECIES BASED ONNURSERY AVAILABILITY. CONTRACTOR SHALLSUBMIT REPLACEMENT TREES TO OWNERSREPRESENTATIVE FOR FINAL ACCEPTANCEPRIOR TO INSTALLATION.TREE PROTECTION DETAIL5/28/25RE-ISSUED FORREVIEWLHBSBSTREETSCAPE:(261 LF - 70 LF=191 LF) 191 LF/32= 6 CANOPY TREES PER SECTION 7.6.D.26 CANOPY TREES X 191 = 1,146 POINTSPOINTS PER PROJECT AREA:46,961 SF OF SITE AREA46,961/1000=46.9146.91 X 30 = 1409 POINTSTOTAL POINTS REQUIRED: 2,55510% LA PREPARATION255(6) 3.5"NATIVE CANOPY TREES (6x450)2,700TOTAL POINTS PROPOSED2,952BUFFER YARD 188 LF.(188/15)= 12.53 NON CANOPY TREES + (181/25) = 8 CANOPY TREESSOLID WALL REDUCE BY 50%REQUIRED: 7 NON CANOPY TREES + 4 CANOPY TREESPROPOSED: (14) EXISTING CANOPY TREES + (1) NON CANOPY TREE, SEE TABLE THIS SHEET.SOD AT PERIMETERAN APPEAL FOR THE BUFFER YARD REQUIREMENTS HAS BEEN APPROVED BY THE DESIGN BOARD ON " ".EXISTING 6' WOODEN FENCESHALL REMAINPROPOSED 8' SOLID WALL6/10/25RE-ISSUED FORREVIEWLHBSCPROPOSED 8' SOLID WALL06/10/25Page 17 of 32 33 5 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINE24653 12 4653124653 1 2 46531 24653124 65312465 3 1 24653 12465312465312 4 6531 PROPOSEDCONTROLBUILDING20' X 30'PBM-4PBM-1PBM-2PBM-333 6 33 7 338337 338 336 337 336 334 334 333332331 335 335 LPSSPPPPPPWWW W W W W W WW W W WW W W W W W W W W W WW W W WW W W W W W W W W W 3 3 5 33 6 33 7 33833733833 9 336335337 336 335334 334333332331 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINEPBM-4PBM-1PBM-2PBM-3PROPOS E D CONC R E T E DRI V E P A T HPROPOSEDCONTROLBUILDINGF.F.E.=336.30HEIGHT = 16'-6"24653 12 4653124653 1 2 46531 24653124 65312465 3 1 24653 12465312465312 4 6531 PROPOSEDCONTROLBUILDING20' X 30'PROPOSEDPARKINGAREA Engineering License #F-845ScDOe FRr MicrRIiOPingIncKes MiOOiPeWers nR.GDWeGescriSWiRnE\1141312111098765432JIHGFEDCBAGDWeGeWDiOeGcKecNeGGesigneGRIsKeeWsKeeWsSrRMecWcRnWrDcWreY.GrDZingIiOecNGCOPYRIGHT © BURNS McDONNELL ENGINEERING COMPANY, INC.2024 06/10/25L. HAYB. SWARTZB. SWARTZSHADY LANE SUBSTATIONIRRIGATION COVERAGE PLAN155993–11-LND-02B2211-LND-01.DWGISSUEDFOR REVIEWNORTHBRYAN TEXASUTILITIES0SCALE IN FEET20'10'40'LEGEND:1.THIS DRAWING IS FOR DIAGRAMMATIC PURPOSES ONLY. DESIGN LAYOUT OF PIPES & EQUIPMENT SHALL BEPROVIDED FOR APPROVAL FROM SHOP DRAWINGS SUBMITTED BY THE IRRIGATION CONTRACTOR.2.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF ALL UTILITIES AND MAKINGNECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ACCOMMODATE THE INFRASTRUCTURE.3.ALL PIPE, EQUIPMENT, AND ACCESSORIES SHALL FOLLOW SPECIFICATION 328400..4.IRRIGATION CONTRACTOR SHALL COORDINATE SLEEVE INSTALLATION TO OCCUR PRIOR TO CONSTRUCTION OFPAVEMENT, WALL, OR OTHER SURFACE IMPROVEMENTS.5.IRRIGATION CONTRACTOR SHALL DESIGN AND PROVIDE A WORKING IRRIGATION SYSTEM BASED UPON THEDRAWING AND SPECIFICATIONS DOCUMENTED. SYSTEM SHALL BE COMPLETE IN EVERY RESPECT AND READYFOR OPERATION AS SATISFACTORY TO CONTRACT.6.IRRIGATION PIPING FLOW VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND.7.IRRIGATION SYSTEM STATIC PRESSURE RANGE SHALL NOT VARY BY MORE THAN 10%.8.IRRIGATION CONTRACTOR SHALL DESIGN SYSTEM LATERAL PIPING TO LIMIT PRESSURE DROPS TO LESS THAN20% OF THE AVERAGE SPRINKLER OPERATING PRESSURE.9.IRRIGATION CONTRACTOR SHALL INSTALL HEADS AND NOZZLE TYPES OF THE SAME MANUFACTURER ANDPRESSURE RATING WITHIN THE SAME IRRIGATION ZONE.10.IRRIGATION CONTRACTOR SHALL ZONE THE IRRIGATION SYSTEM ACCORDING TO MICROCLIMATES AND PLANTWATER REQUIREMENTS. ZONE TURF, TREE AND PLANT BED AREAS SEPARATELY.11.DESIGN IRRIGATION SYSTEMS TO AVOID OVER SPRAY, AVOID SPRAY BLOCKAGE FROM ADJACENT ABOVEGROUND UTILITIES AND AVOID MISTING FROM EXCESSIVE PRESSURE.12.IRRIGATION CONTRACTOR SHALL DESIGN ALL SPRINKLER LAYOUTS FOR OVERLAPPING HEAD TO HEADCOVERAGE. DESIGN ALL SPRINKLER LAYOUTS AT 45% OF MANUFACTURE DIAMETER.13.IRRIGATION CONTRACTOR SHALL MODIFY EXISTING SPRINKLER HEADS & NOZZELS TO AVOID OVERSPRAY ONTONEW CONSTRUCTION. REPOSITION EXISTING HEADS AS NECESSARY TO ACHIEVE HEAD TO HEAD COVERAGE.14.IRRIGATION CONTRACTOR SHALL DESIGN THE IRRIGATION SYSTEM SO THAT PRECIPITATION RATES DO NOTEXCEED INFILTRATION RATES.15.IRRIGATION CONTRACTOR TO PROVIDE A MINIMUM OF TWO SPARE CONTROL WIRES TO ALL REMOTE MAINLINELEGS.16.IRRIGATION CONTRACTOR SHALL DESIGN MAINLINE FLOW BASED UPON THE LARGEST ZONE GPM COMBINEDWITH A SINGLE QUICK COUPLER AT 20 GPM. DESIGN ZONES FOR FULL RATED WORKING PRESSURE FOR THESELECTED WATER DELIVERY MEDIA WITH AT LEAST ONE QUICK COUPLER AT 20 GPM OPERATINGSIMULTANEOUSLY.17.LOCATE VALVE BOXES, VALVES AND QUICK COUPLER VALVES IN BEDS AND TURF AREAS AT LEAST 36 INCHESFROM HARDSCAPE EDGES.18.IRRIGATION SYSTEM SHALL BE PROTECTED BY A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICEINSTALLED PER CITY ORDINANCE 2394.19.ALL BACKFLOW DEVICES SHALL BE INSTALLED AND TESTED UPON INSTALLATION PER CITY ORDINANCE 2394.20.ALL NEW PLANTING SHALL BE IRRIGATED BY A SYSTEM INSTALLED BY A CERTIFIED INSTALLER AND APPROVEDBY THE CITY PRIOR TO THE ISSUE OF CERTIFICATE OF OCCUPANCY.21.IRRIGATION CONTRACTOR SHALL DOCUMENT FINAL LAYOUT OF BOTH NEW AND EXISTING IRRIGATION SYSTEMSIN AN AS-BUILT DRAWING AND SUBMIT TO OWNER FOR FINAL RECORD.22.DRAWINGS AND SPECIFICATIONS DO NOT INDICATE OR DESCRIBE TOTAL WORK REQUIRED FOR COMPLETION OFWORK AND MAY NOT COVER SOME CONDITIONS WHICH MAY BE REQUIRED. CONTRACTOR SHALL BERESPONSIBLE TO PROVIDE A WORKING IRRIGATION SYSTEM TO SUSTAIN PLANT LIFE PER SITE CONDITIONS.23.TO ENSURE EFFICIENT WATER USE AND PROMOTE SUSTAINABILITY, IRRIGATION SYSTEM AND COMPONENTSMUST BE WATERSENSE LABELED PRODUCTS. THIS INCLUDES, BUT IT NOT LIMITED TO, IRRIGATIONCONTROLLERS, SPRAY SPRINKLER BODIES, AND SOIL MOISTURE SENSORS.IRRIGATION NOTES:ALONG EXISTING TREE LINE IRRIGATIONHEAD TO ESTABLISH AND PROTECT SODALONG DISTURBED AREA SHALL BETEMPORARY SOAKER HOSES TIED TO AQUICK COUPLER ON THE IRRIGATIONSYSTEM, ONCE ESTABLISHEDTEMPORARY IRRIGATION CAN BEREMOVED. DURING ESTABLISHMENTEXISTING TREES SHALL BE MONITOREDFOR HEALTH.RELEASED FOR REVIEW ONLY BY BRITTNEYSWARTZ, R.L.A.# 2845 ON 06/10/2025 AND SHALLNOT BE USED FOR CONSTRUCTION PURPOSES.GENERAL LOCATION OF CITYOF COLLEGE STATIONWATER METERCITY OF COLLEGE STATIONAPPROVAL BLOCK1/23/25ISSUED FOR REVIEWLHBSAAREAS TO BE IRRIGATEDPROPOSED SUBSTATION PADEXISTING SUBSTATION PAD (TO BE RESTOREDTO FULL AGGREGATE SECTION AFTER FINALCONSTRUCTION PHASE)PROPOSED CONCRETE PAVEMENT6/10/25RE-ISSUED FORREVIEWLHBSB06/10/25Page 18 of 32 COCOCOLPSSSPPPPPPWMWMWMWMWWPPWW W WWW W W WW WWW W W WW W WWW W W WW W W W W W W W W W WW UDUDUD UD UD UD UDUDUDUDUDUDUDUDU D U D U D U D U D U D U D UD EXISTING SANITARY SEWER SERVICE TO BECAPPED (TO BE COORDINATED WITH THECITY OF COLLEGE STATION)EXISTING BTU SUBSTATIONEXISTING TWO-STORY BUILDING TO BE DEMOLISHED(EXISTING CONCRETE BUILDING SLAB TO REMAIN)33 5 33 6 33 7 33833733833 9 336335337 336 335 334 334EXISTING BUILDING AIR CONDITIONING UNITSTO BE REMOVED (CONCRETE SLAB TO REMAIN)EXISTING WATER SERVICES TO BE REMOVEDAND DECOMMISSIONED (TO BECOORDINATED WITH THE CITY OF COLLEGESTATION)338EXISTING ELECTRIC UTILITY SERVICE LINE TOAPARTMENT BUILDING TO BE REMOVED ANDCOORDINATED WITH COLLEGE STATION UTILITIESEXISTING CONCRETE CURBAND RETAINING WALL TOREMAIN IN PLACEEXISTING CONCRETE CURBTO REMAIN IN PLACEEXISTING POWER POLE TO REMAINEXISTING POWER POLE TO REMAINEXISTING POWER POLE TO REMAINEXISTING CHAIN LINK FENCEEXISTING WOODEN FENCEAPPROXIMATE EXISTING TREELINEPROPERTY LINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURBUILDINGS & STRUCTURESTO BE REMOVEDEXISTING SANITARY SEWER MANHOLEEXISTING WATER VALVE VAULTEXISTING WATER METEREXISTING UTILITY SERVICE POLELEGEND:SFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2023 4/25/23J. RINGERJ. RINGERM. BLAKESHADY LANE SUBSTATIONDEMO PLAN - PHASE 1155283–11-CIV-02B11411-CIV-02.DWGFOR REFERENCEONLYNORTHA5/1/23ISSUED FORPERMITTINGJJRMJBBRYAN TEXASUTILITIES0SCALE IN FEET20 10 40 NOTES:1.THERE SHALL BE NO ONSITE BURIAL OF CONSTRUCTION DEBRIS.ALL MATERIAL SHALL BE DISPOSED OF IN AN OFFSITELANDFILL/RECYCLING CENTER IN ACCORDANCE WITH ALLAPPLICABLE LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS.2.PERFORM DEMOLITION WORK TO PROTECT EXISTING FACILITIES,STRUCTURES, AND PROPERTY WHICH ARE TO REMAIN, AGAINSTDAMAGE FROM OPERATIONS, FALLING DEBRIS, OR OTHER CAUSE.335336REFERENCES:11-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSCITY OF COLLEGE STATIONAPPROVAL BLOCKB4/4/25ISSUED FORREVIEWJJRCGMISSUEDFOR REVIEWPage 19 of 32 SSSPPPPPPWWWW W W WW W WW W W WW W WWW W W WW W WW W W W W W WWW W W WW UDUDUD UD UD UD UDUDUDUDUDUDUDUDU D U D U D U D U D U D UDUD EXISTING BTU SUBSTATION33 5 33 6 33 7 33833733833 9 336335337 336 335 334 334EXISTING CONCRETEBUILDING PADSFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2023 4/25/23J. RINGERJ. RINGERM. BLAKESHADY LANE SUBSTATIONEROSION CONTROL PLAN - PHASE 1155283–11-CIV-03B21411-CIV-03.DWGNORTHA5/1/23ISSUED FORPERMITTINGJJRMJBBRYAN TEXASUTILITIES0SCALE IN FEET20'10'40'EXISTING SUBSTATION FENCEEXISTING WOODEN FENCEAPPROXIMATE EXISTING TREELINEPROPERTY LINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURSILT FENCELIMITS OF DISTURBANCEEXISTING SANITARY SEWER MANHOLEEXISTING WATER VALVE VAULTLEGEND:AREA OF DISTURBANCEAREADISTURBANCE12,2170.28SQ. FT.ACRESNOTES:1.ALL BMP'S SHALL BE INSTALLED PRIOR TO SITE CONSTRUCTIONACTIVITIES AND SHALL REMAIN IN PLACE UNTIL FINAL SITESURFACING IS COMPLETE AND VEGETATION IS ADEQUATELYSTABILIZED.2.ALL BMP'S SHALL BE INSPECTED ONCE EVERY 7 CALENDAR DAYSAND AFTER EACH RAINFALL EVENT GREATER THAN 0.5 INCHES PER24 HOUR PERIOD BY THE END OF THE NEXT CALENDAR DAY,EXCLUDING WEEKENDS AND HOLIDAYS UNLESS WORK ISSCHEDULED.3.CONTRACTOR TO LOCATE RELATED EROSION CONTROL MEASURESON SITE AS REQUIRED TO SUPPORT DEMOLITION.REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSCITY OF COLLEGE STATIONAPPROVAL BLOCKFOR REFERENCEONLYB4/4/25ISSUED FORREVIEWJJRCGMISSUEDFOR REVIEWPage 20 of 32 Scale For MicrofilmingInches Millimeters no.datedescriptionby1141312111098765432JIHGFEDCBAdatedetailedcheckeddesignedofsheetsheetsprojectcontractrev.drawingfileckdCOPYRIG+T BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 10/30/24J. RINGERJ. RINGERM. BLAKESHADY LANE SUBSTATIONEROSION CONTROL DETAILS155993±11-CIV-04F31411-CIV-04.DWGISSUEDFOR REVIEWA5/1/23ISSUED FORPERMITTINGJJRMJBBRYAN TEXASUTILITIES1.SILT SOCK S+ALL BE FILTRE;;TM SILTSO;;TM OR APPROVED E4UIVALENT.2.SEE SPECIFICATIONS FOR SOCK SI=E AND COMPOST FILL RE4UIREMENTS.3.FILTER SOCK S+ALL BE INSPECTED ONCE EVERY CALENDAR DAYS ANDAFTER ALL STORM EVENTS GREATER T+AN 0.5 INC+ PER 24 +OUR PERIOD BYT+E END OF T+E NE;T CALENDAR DAY, E;CLUDING WEEKENDS AND+OLIDAYS UNLESS WORK IS SC+EDULED AND REPAIR OR REPLACEMENTS+ALL BE PERFORMED AS NEEDED. ACCUMULATED SEDIMENT S+ALL BEREMOVED ONCE IT REAC+ES 1/3 T+E +EIG+T OF T+E SOCK4.COMPOST MATERIAL S+ALL BE DISPERSED ON SITE, AS DETERMINED BY T+EENGINEER.5.BURY ENDS OF WATTLE 4 TO INC+ES INTO DITC+ SIDESLOPE. WATTLE TOE;TEND A MINIMUM OF VERTICAL DISTANCE UP DITC+ SIDESLOPE.12(MIN.)3-4STRAW FILLED SILT SOCK(12-1 TYP.)PROTECTEDAREA2[ 2 WOOD STAKEPLACED 10 O.C.WORKAREAFLOWTOP OFGROUNDNOTESSTRAW WATTLENOT TO SCALEENGINEERING LICENSE F-45REFERENCES11-CIV-02DEMO PLAN - P+ASE 111-CIV-03EROSION CONTROL PLAN - P+ASE 111-CIV-05DEMO PLAN - P+ASE 211-CIV-0SITE PLAN11-CIV-0GRADING PLAN11-CIV-0GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - P+ASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENC+ DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSB/2/23ISSUED FOR REVIEWJJRNSC11/20/23ISSUED FOR REVIEWJJRNSD0/1 /24ISSUED FOR REVIEWJJRNSE10/30/24ISSUED FOR REVIEWJJRNSRELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. 130 ON 4/4/2025 AND S+ALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCKF4/4/25ISSUED FOR REVIEWJJRCGMPage 21 of 32 COCOCOLPSSSPPPPPPWWW W W WW W WWW W W WW W W W W W W W W WWW W W WW W W W W W W W W UDUDUD UD UD UD U D U D U D UD U D U D U D U D EXISTING SANITARY SEWER SERVICE TO BEREMOVED AND DECOMMISSIONED (TO BECOORDINATED WITH THE CITY OF COLLEGESTATION)EXISTING CONCRETE BUILDING SLABTO BE DEMOLISHED33 5 33 6 33 7 33833733833 9 336335337 336 335 334 334EXISTING CONCRETE PAVEMENTTO BE REMOVED AND DEMOLISHEDEXISTING CONCRETE CURBAND RETAINING WALL TO BEREMOVED AND DEMOLISHEDEXISTING CONTROL BUILDING TO BEDEMOLISHED IN COORDINATEDPHASES TO MINIMIZE STATIONOPERATION OUTAGES, REFERENCE11-STR-02 FOR SEQUENCING(SEE NOTE 6)REFER TO 11-STR-02 FOR THE SEQUENCEDINSTALLATION OF ELECTRICAL SUBSTATIONEQUIPMENT.EXISTING GAS LINE TO REMAINUNDISTURBEDCONCRETE CURB & GUTTER TO BEREMOVED, FULL DEPTH SAWCUTCONCRETE CURB & GUTTER TO BEREMOVED, FULL DEPTH SAWCUTEXISTING TELECOM STRUCTURESTO REMAINAPPROXIMATE LOCATION EXISTING TREELINEEXISTING TREES SHALL REMAIN AND BE PROTECTED ASCONSTRUCTION AND PROPERTY LINES ALLOWEXISTING DISTRIBUTIONPOLE TO REMAINPROTECT IN PLACEEXISTING DISTRIBUTIONPOLE TO REMAINPROTECT IN PLACEEXISTING DISTRIBUTIONPOLE TO REMAINPROTECT IN PLACEEXISTING 4" SUBDRAINTO BE REMOVEDEXISTING 4" SUBDRAIN TO BE REMOVEDEXISTING CONCRETE PAVEMENTTO BE REMOVED AND DEMOLISHEDCOMPLETELY REMOVE ALLEXISTING FOUNDATIONSWITHIN THE SUBSTATION(SEE NOTES 7 THRU 9)EXISTING 6' TALL WOODEN FENCETO REMAINEXISTING 9' SUBSTATION CHAIN LINKFENCE & 1' - (3) STRAND BARBED WIRETO BE REMOVEDEXISTING CHAIN LINK FENCEEXISTING WOODEN FENCEAPPROXIMATE EXISTING TREELINEPROPERTY LINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING GAS LINEEXISTING OVERHEAD ELECTRICEXISTING DISTRIBUTION POLEBUILDINGS, STRUCTURES &FOUNDATIONS TO BE REMOVEDPAVEMENT, SIDEWALKS, ANDDRIVEWAYS TO BE REMOVEDEXISTING SUBSTATION DEMO INPHASES (REFERENCE 11-STR-02)FENCE TO BE REMOVEDCURB & RETAINING WALL TO BEREMOVEDFULL-DEPTH SAWCUTLEGEND:SFDOH FoU MLFUoILOPLQJIQFKHV MLOOLPHWHUV Qo.GDWHGHVFULSWLoQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGoIVKHHWVKHHWVSUoMHFWFoQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKJ. RINGERN. SANCHEZSHADY LANE SUBSTATIONDEMO PLAN - PHASE 2155993–11-CIV-05E41411-CIV-05.DWGISSUEDFOR REVIEWNORTHA7/28/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIESREFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSENGINEERING LICENSE #F-8450SCALE IN FEET20'10'40'1. DEMOLITION OF EXISTING FEATURES SHALL BE COORDINATED WITHCONSTRUCTION OF NEW BUILDINGS AND EQUIPMENT.2. THERE SHALL BE NO ONSITE BURIAL OF CONSTRUCTION DEBRIS. ALL MATERIALSHALL BE DISPOSED OF IN AN OFFSITE LANDFILL/RECYCLING CENTER INACCORDANCE WITH ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERALREGULATIONS.3. ANY PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAINSHALL BE SAW CUT.4. ALL EARTHWORK AND UTILITY REMOVAL SHALL BE PERFORMED IN ACCORDANCEWITH THE PROJECT SPECIFICATIONS AND BTU GENERAL SPECIFICATIONS.5.THIS DRAWING IS NOT ALL INCLUSIVE. CONTRACTOR SHALL VERIFY EXISTINGCONDITIONS PRIOR TO NEW CONSTRUCTION. INFORM ENGINEER OFDISCREPANCIES.6.THE CONTRACTOR SHALL EXERCISE CAUTION WHEN DRIVEWAYS ARE BEINGSAW CUT IN CLOSE PROXIMITY TO EXISTING CoCS WATER VALVES.EXISTING FOUNDATION REMOVAL NOTES7.COMPLETELY REMOVE ALL EXISTING FOUNDATIONS WITHIN THE SUBSTATIONAND BACKFILL VOIDS WITH EXCAVATABLE FLOWABLE FILL, REFER TOSPECIFICATION 02510 FOR DETAILS.8.ALL VOIDS CREATED BY FOUNDATION REMOVAL SHALL BE FILLED PRIOR TOCONSTRUCTION OF ADJACENT FOUNDATIONS. VOIDS SHALL BE FILLED ON THESAME WORKING DAY AS THE FOUNDATION REMOVAL. DEMOLITION SHALL BEPERFORMED IN STAGES. REFER TO OUTAGE SEQUENCE DOCUMENTS.9.THE MAXIMUM EMBEDMENT OF EXISTING FOUNDATIONS IS ASSUMED TO BE 20FEET. IF ANY FOUNDATIONS ARE DEEPER THAN 20 FEET, THE DEPTH OF THEFOUNDATION AND THE WIDTH OF THE SOIL DISTURBANCE DURING EXTRACTIONSHALL BE RECORDED AND PROVIDED TO THE ENGINEER OF RECORD PRIOR TOANY NEW FOUNDATIONS BEING CONSTRUCTED.HAZARDOUS MATERIALS NOTE:10.HAZARDOUS MATERIALS ARE KNOWN TO EXIST WITHIN THE EXISTING FACILITIESTO BE DEMOLISHED, INCLUDING, BUT NOT LIMITED TO, LEAD PAINT.CONTRACTOR SHALL UTILIZE PERSONNEL CERTIFIED FOR HANDLING SUCHHAZARDOUS MATERIALS. CONTRACTOR SHALL SEGREGATE ALL MATERIALS PERCOMPANY SPECIFICATIONS FOR DISPOSAL BY COMPANY. PLEASE REFER TO THEHAZARDOUS MATERIALS SURVEY, DATED MARCH 2023, FOR FULL DETAILS.B11/20/23ISSUED FOR REVIEWJJRNSNOTES:C07/17 /24ISSUED FOR REVIEWJJRNSD10/30/24ISSUED FOR 90%REVIEWJJRNSENGINEERING LICENSE #F-845RELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. #136870 ON 4/4/2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4 /25ISSUED FOR 90%REVIEWJJRCGMPage 22 of 32 existing fenceLPSSSPPPPPPWWWW W WWW W WW W W WW W W WW W W WW W W W W W W W W W WW W W WW 33 5 335335 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINE66'2 4 0 ' 21' 3 0 ' 41'6' (TYP.)92'217'5'3 0 ' 2 0 '27'12'20'9'1 5 '158'39'R25'27'PBM-4PBM-1PBM-2PBM-3P R O P O S E D C O N C R E T E D R I V E P A T H EXISTING 5' PUBLICUTILITY EASEMENTINSTRUMENT NO. 1382756VOLUME: 15799 EXISTING 10' PUBLICUTILITY EASEMENTINSTRUMENT NO. 1382756VOLUME: 157995'R25' R2 5 ' 4' 1 9 ' R25'4'12'1 9 'PROPOSEDCONTROLBUILDINGF.F.E.=336.30HEIGHT = 16'-6"12'BASIN CORNERN: 10215625.62E: 3553529.01BASIN CORNERN: 10215634.61E: 3553536.95WALL CORNERN: 10215532.83E: 3553565.78WALL CORNERN: 10215517.05E: 3553551.47BEGIN 8' PERMACAST WALLEND 8' COMPOSITE FENCE(SEE DETAILS AND NOTES ON 11-CIV-11)N: 10215472.07E: 3553600.25END 8' PERMACAST WALLBEGIN 8' COMPOSITE FENCE(SEE DETAILS AND NOTES ON 11-CIV-11)N: 10215650.43E: 3553761.44WALL CORNERN: 10215756.35E: 3553644.24RADIUS POINTN: 10215510.66E: 3553655.34RADIUS POINTN: 10215570.01E: 3553708.99RADIUS POINTN: 10215605.89E: 3553741.42RADIUS POINTN: 10215468.54E: 3553617.28RADIUS POINTN: 10215520.47E: 3553664.21RADIUS POINTN: 10215657.45E: 3553788.01WALL CORNERN: 10215595.09E: 3553498.49existing fence2465312 465312465 31 24653 1246531 24653 1246531 246531246531246531246531 24653124653124 653124653 1 2465 31 246531246531246531 2465312 4653 1246531 2 1 ' 3 1 ' 2 1 'R25' R2 5 ' 21'30' SLIDING GATE(SEE 11-CIV-11)PROPOSEDT-LINE POLEPROPOSEDT-LINE POLECONCRETE DRIVEWAY APRON(REFERENCE 11-CIV-10 FORDETAILS)NEW BTU SUBSTATION EQUIPMENT TO BECONSTRUCTED IN COORDINATED STAGES TOMINIMIZE STATION OPERATION OUTAGES,REFERENCE 11-STR-02 FOR SEQUENCING.EXISTING STATION STONE TO BE MAINTAINED ANDRESTORED POST FINAL CONSTRUCTION STAGES20' SLIDING GATE(SEE 11-CIV-11 &11-CIV-12)12'X20' CONCRETE DRIVEPAD (REFERENCE 11-CIV-10FOR DETAILS)20' SLIDING GATE(SEE 11-CIV-11)20' SLIDING GATE(SEE 11-CIV-11)CONCRETE DRIVEWAY APRON(REFERENCE 11-CIV-10 FORDETAILS)CONCRETE DRIVEWAY APRON(REFERENCE 11-CIV-10 FORDETAILS)EXISTING DISTRIBUTION POLE& GUY TO BE RETIRED (ANDCOORDINATED WITH CSU)EXISTING DISTRIBUTIONPOLE TO REMAINEXISTING DISTRIBUTIONPOLE TO REMAINCOMBINED CONCRETE CURB &GUTTER (REFERENCE 11-CIV-10FOR DETAILS)CONTAINMENT PIPEWYE FITTINGINV. EL.: 330.1088LF 6" SCH. 80 PVC CONTAINMENTDRAIN LINE TO WYE FITTING.INSTALL PER NOTE 9 ON THIS DWG& DRAINAGE PIPE DETAIL ON11-CIV-1035LF 6" SCH. 80 PVC CONTAINMENTDRAIN LINE TO WYE FITTING.INSTALL PER NOTE 9 ON THIS DWG &DRAINAGE PIPE DETAIL ON 11-CIV-10REFER TO 11-STR-02 FOR THE SEQUENCEDINSTALLATION OF ELECTRICAL SUBSTATIONEQUIPMENTXFMR CONTAINMENT PITINV. OUT: 332.3070LF 6" SCH. 80 PVC CABLETRENCH DRAIN LINE.INSTALL PER NOTE 8 ONTHIS DWG & DRAINAGE PIPEDETAIL ON 11-CIV-102" GALVANIZED PIPEDISCHARGE LINESEE 11-CIV-13 FOR DETAILSXFMR CONTAINMENT PITINV. OUT: 332.00CONCRETE PUMPING BASINW/ AFL STOP VALVEINV. IN (CONTAINMENT): 329.40'INV. IN (TRENCH): 329.40'INV. OUT: 330.40'SEE 11-CIV-13 FOR DETAILS70LF 6" SCH. 80 PVC CONTAINMENTDRAIN LINE FROM WYE FITTING TO BASIN.INSTALL PER NOTE 9 ON THIS DWG &DRAINAGE PIPE DETAIL ON 11-CIV-1018" WIDE CONCRETE PADFOR GATE V-TRACKSSEE NOTE 1018" WIDE CONCRETE PADFOR GATE V-TRACKSSEE NOTE 1018" WIDE CONCRETE PADFOR GATE V-TRACKSSEE NOTE 1018" WIDE CONCRETE PADFOR GATE V-TRACKSSEE NOTE 10APPROXIMATE PROPOSEDLOCATION OF CITY OF COLLEGESTATION WATER METER BOX20'18'8'EXISTING 6' TALL WOODEN FENCETO REMAINAPPROXIMATE LOCATIONNEW CSU UTILITY POLE(TO BE INSTALLED BY ANDCOORDINATED WITH CSU)REAR SETBACKR-4 ZONING20'SI D E S E T B A C K R - 4 Z O N I N G G C Z O N I N G 7. 5 ' SIDE SETBACKR-4 ZONINGGC ZONING7.5'FRONT SETBACKR-4 ZONINGGC ZONING25'REAR SETBACKGC ZONING15' 32' LF 4" SCH. 80 PERFORATED CORRUGATEDPIPE, SLOPED AT MINIMUM 1.0%INSTALL PER DRAINAGE PIPE DETAIL ON11-CIV-1066' LF 4" NON-PERFORATED CORRUGATED PIPEDISCHARGE LINESLOPE AT MINIMUM 1.0%INSTALL PER DRAINAGE PIPE DETAIL ON 11-CIV-10PROPOS E D PAR K I N G A R E A 2 0 ' 1 0 'DAYLIGHT 4" CORRUGATED DRAINPIPE AT 3'x2'x1' DEEP RIPRAP PAD3" CRUSHED LIMESTONEOR ENGINEER APPROVED EQUALScaOH FRU MLcURILOPLQJIQcKHV MLOOLPHWHUV QR.daWHdHVcULSWLRQb\1141312111098765432JIHGFEDCBAdaWHdHWaLOHdcKHcNHddHVLJQHdRIVKHHWVKHHWVSURMHcWcRQWUacWUHY.dUaZLQJILOHcNdCOPYRIGHT © BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKJ. RINGERN. SANCHEZSHADY LANE SUBSTATIONSITE PLAN155993–11-CIV-06G51411-CIV-06.DWGISSUEDFOR REVIEWNORTH5/5/23ISSUED FOR 10%REVIEWJJRMJBBRYAN TEXASUTILITIESENGINEERING LICENSE #F-8450SCALE IN FEET20'10'40'PROPOSED COMPOSITE FENCEPROPOSED PERMACAST WALLPROPERTY LINEEASEMENT LINEZONING SETBACK LINERIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOUREXISTING CHAIN LINK FENCEEXISTING WOODEN FENCEEXISTING OVERHEAD ELECTRICEDGE OF ROCK LIMITSSTATION BASELINEPVC DRAIN LINECPT DRAIN LINEPROPOSED UNDERGROUND ELECTRICCONDUITEXISTING SANITARY SEWER MANHOLEEXISTING WATER VALVE VAULTEXISTING WATER METEREXISTING UTILITY SERVICE POLEPROPOSED SUBSTATION PAD (SEE"TYPICAL SUBSTATION AGGREGATESURFACE SECTION" DETAIL, SHEET11-CIV-08)EXISTING SUBSTATION PAD (TO BERESTORED TO FULL AGGREGATESECTION AFTER FINAL CONSTRUCTIONPHASE)PROPOSED CONCRETE PAVEMENTRIPRAP OUTLET PROTRECTIONLEGEND:A1.HORIZONTAL DATUM: TEXAS STATE PLANE COORDINATE SYSTEM (CENTRAL ZONE) NAD83 (FT).VERTICAL DATUM: NAVD88 (FT).2.CONTRACTOR TO PROVIDE FOUR (4) BERNSTEN MODEL G136 MONUMENTS 36" LONG ORENGINEER APPROVED EQUIVALENT IN ACCORDANCE WITH STATE OF TEXAS SURVEYINGCODES AND STANDARDS AND PROJECT SPECIFICATIONS. MONUMENT CAPS SHALL BE MARKEDWITH AN "X". SET MONUMENTS AFTER ROUGH GRADING IS COMPLETE, AND SHOULD BE SET BYAN RPLS REGISTERED IN TEXAS. BENCHMARK ELEVATIONS SHALL BE WITHIN 0.10 FEET OFFINAL GRADE, PER VERTICAL DATUM: NAVD88 (FT). RECORD BENCH MARK ELEVATIONS ANDSUBMIT TO OWNER FOR RECORD.3.THE PURPOSE OF THIS PLAN IS TO DEPICT PROPOSED SITE WORK ONLY; ELECTRICALSUBSTATION LAYOUT AND COMPONENTS SHOWN ARE FOR REFERENCE ONLY.4.THIS PLAN DOES NOT DEPICT EXISTING SUBSURFACE UTILITY DATA. CALL 811 PRIOR TOCONSTRUCTION ACTIVITIES.5.CRUSHED STONE SURFACING SHALL BE PLACED AS INDICATED AND ACCORDING TO BCSUNITED SPECIFICATIONS, SECTION 32 05 16, AGGREGATE FOR SURFACE TREATEMENT, ANDBTU SPECIFICATIONS, SECTION 02300 (SEE DETAIL "TYPICAL SUBSTATION AGGREGATESURFACE SECTION" AND "TYPICAL ACCESS ROAD CROSS SECTION", DRAWING 11-CIV-08).6.EARTHWORK AND FINAL SURFACING OVER THE SITE SHALL CONSIST OF COMPACTEDSUBGRADE TO REACH THE NEW FINAL ELEVATIONS. 12 INCHES OF TRU-BLIN (OR LIMESTABILIZATION BASED ON GEOTECH RECOMMENDATION), 6 INCHES OF TXDOT FLEXIBLE BASE,AND 4 INCHES OF AGGREGATE SURFACING WILL BE USED TO BRING FINAL GRADE TO THEELEVATIONS INDICATED ON DRAWING 11-CIV-07. REFER TO PROJECT SPECIFICATIONS FORREQUIREMENTS OF EACH OF THESE LAYERS.7.TRU-BLN (OR LIME STABLIZATION BASED ON GEOTECHNICAL RECOMMENDATION) SHALL BEINCORPORATED IN TOP 12 INCHES OF SELECT FILL BELOW FLEXBASE SUBLAYER TO ACHIEVEA FINISHED P.S.I. LEVEL BETWEEN 80-100.8.CONNECT 6" PVC DRAINAGE PIPE TO END OF CABLE TRENCH. INVERT ELEVATION OF PIPESHALL MATCH INVERT ELEVATION OF TRENCH. SLOPE THE PIPE AT A MINIMUM OF 1.0% TOPROMOTE POSITIVE DRAINAGE AWAY FROM CABLE TRENCH, AND CONNECT PIPE TOCONCRETE PUMPING BASIN. SEE DRAWING 11-CIV-13 FOR DETAILS.9.ALL CONTAINMENT DRAIN LINE PIPING SHALL BE SLOPED AT A MINIMUM OF 1.0% TO PROMOTEPOSITIVE DRAINAGE TOWARD THE CONCRETE PUMPING BASIN.10.INSTALL 18 INCH WIDE CONCRETE PADS WITHIN DRIVEWAY APRONS AS SHOWN AND TO THEEXTENTS BEYOND THE DRIVEWAY PADS AS INDICATED. REFER TO DRIVEWAY APRON DETAILON DRAWING 11-CIV-10 FOR ADDITIONAL INFORMATION.335336REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14 TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSB7/28/23ISSUED FOR REVIEWJJRNSC11/20/23ISSUED FOR REVIEWJJRNSNOTES:PERMANENT BENCHMARK LOCATIONSPOINTNORTHINGEASTINGELEVATIONPBM-110215735.133553676.67**PBM-210215577.743553682.56**PBM-310215571.053553531.83**PBM-410215672.533553575.22****SEE NOTE 2.D07/17 /24ISSUED FOR REVIEWJJRNSE10/30/24ISSUED FOR REVIEWJJRCGMENGINEERING LICENSE #F-845RELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. #136870 ON 6/6/2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCK1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF COLLEGESTATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER, SEWER, STREETS,DRAINAGE). ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'SOFFICE.2.ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKENFROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAPDOCUMENTS OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUNDFIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS-BUILT CONDITIONS.3.THE PROPERTY IS ZONED GC AND R-4.4.PROPOSED USE: ELECTRIC UTILITY SUBSTATION.5.BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIEDDEVELOPMENT ORDINANCES.6.THIS TRACT IS CONSIDERED A SINGLE BUILDING PLOT IN ACCORDANCE WITH UNIFIEDDEVELOPMENT ORDINANCES.7.THIS TRACT IS CONSIDERED A SINGLE BUILDING PLOT IN ACCORDANCE WITH UNIFIEDDEVELOPMENT ORDINANCES.8.PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO.9.EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OFTHE UDO. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NOFIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED INSUCH A MANNER THAT THE PROJECT CONE OF LIGHT DOES NOT CROSS ANY PROPERTYLINES10.DEMOLITION OF THE EXISTING APARTMENT BUILDING SHOWN ON 11-CIV-02 HAS BEENCOMPLETED. DEMOLITION OF THE EXISTING SUBSTATION EQUIPMENT SHOWN ON 11-CIV-05TO BE REMOVED DURING GENERAL CONSTRUCTION TIMELINECITY OF COLLEGE STATION GENERAL NOTES:F4/4/25ISSUED FOR REVIEWJJRCGMSITE ADDRESS111, 113, 201, 203 COONER STREETCITY OF COLLEGE STATION, TX 77840LEGAL DESCRIPTIONCOONER, BLOCK 1, LOTS 6A(W HLF OF), (E HLF OF), 8, 9BURKHALTER, LOTS 4 & 5APPLICANTBURNS & McDONNELLKENNETH GOUVION9400 WARD PARKWAYKANSAS CITY, MO 64114PHONE: 469-949-8016OWNER/DEVELOPERCITY OF BRYAN - BTU d/b/a BRYAN TEXAS UTILITIESMIKE McMILLANPO BOX 1000BRYAN, TX 77805-1000PHONE: 979-821-5904ENGINEERBURNS & McDONNELL ENGINEERING, INC.ENGINEERING LICENSE #F-845JASON RINGER9400 WARD PARKWAYKANSAS CITY, MO 64114PHONE: 816-601-3734SITE STATISTICSSITE AREA: 1.07 ACRESPROPOSED CONTROL BUILDING: 600 SQ. FT.SEWER: N/AWATER: FOR LANDSCAPING IRRIGATION SYSTEM ONLYWATERSHED: BURTON CREEKLANDSCAPING CALCULATIONSREQUIRED POINTS: 2062PROVIDED TOTAL: 2490SITEG6/6/25ISSUED FOR REVIEWJJRMJBPage 23 of 32 33 5 33 6 33 7 33833733833 9 336335337 336 335 334 334333332331 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINEPBM-4PBM-1PBM-2PBM-3LPSSSPPPPPPWMWMWMWMWWWW W W WW W WW W W WW W WWW W W WW W WW W W W W W WWW W W WW 33 5 33 6 33833733833 9 336335 334 33408C 0 8 CPROPOSEDCONTROLBUILDINGF.F.E.=336.30HEIGHT = 16'-6"EXISTING BTUSUBSTATION6" SCHEDULE 40CORRUGATED PIPEDRAIN LINEREFERENCE 11-FND-XXFOR DETAILSFENCE/WALL CORNERN: 10215650.43E: 3553761.44EL: 337.81FENCE/WALL CORNER/TOSN: 10215472.07E: 3553600.25EL: 335.82GATE POINT/TOP OF PAVEMENT/FGN: 10215497.14E: 3553622.91EL: 336.20WALL CORNER/TOSN: 10215532.83E: 3553565.78EL: 334.39WALL CORNER/TOSN: 10215517.05E: 3553551.47EL: 334.17TOSN: 10215585.59E: 3553502.86EL: 332.00 +/-TOSN: 10215562.22E: 3553543.63EL: 333.00 +/-TOSN: 10215576.61E: 3553588.49EL: 334.00 +/-TOSN: 10215651.24E: 3553655.64EL: 335.00 +/-TOSN: 10215670.85E: 3553658.54EL: 335.00 +/-TOSN: 10215701.24E: 3553621.53EL: 334.00 +/-FENCE CORNER/TOSN: 10215722.62E: 3553607.01EL: 333.23 +/-TOSN: 10215595.52E: 3553492.14EL: 330.88 +/-TOP OF PAVEMENT/MATCH EXISTINGN: 10215476.31E: 3553641.05EL: 336.1±GATE POINT/MATCH EXISTINGN: 10215652.66E: 3553550.53EL: 332.50GATE POINT/MATCH EXISTINGN: 10215668.00E: 3553564.38EL: 332.60WALL CORNERN: 10215756.36E: 3553644.24EL: 334.89WALL CORNER/TOSN: 10215595.09E: 3553498.49EL: 331.15TOP OF PAVEMENT/MATCH EXISTINGN: 10215496.09E: 3553658.77EL: 336.5±GATE POINT/TOP OF PAVEMENT/FGN: 10215511.98E: 3553636.32EL: 336.27GATE POINT/TOP OF PAVEMENT/FGN: 10215561.52E: 3553681.09EL: 336.85GATE POINT/TOP OF PAVEMENT/FGN: 10215539.26E: 3553660.98EL: 336.55TOP OF PAVEMENT/FGN: 10215624.07E: 3553757.84EL: 338.28TOP OF PAVEMENT/MATCH EXISTINGN: 10215518.71E: 3553679.06EL: 336.9±TOP OF PAVEMENT/MATCH EXISTINGN: 10215606.22E: 3553758.56EL: 338.3±TOP OF PAVEMENT/MATCH EXISTINGN: 10215633.02E: 3553782.38EL: 338.4±TOP OF PAVEMENT/MATCH EXISTINGN: 10215591.63E: 3553745.52EL: 338.1±TOP OF PAVEMENT/MATCH EXISTINGN: 10215574.99E: 3553730.21EL: 337.9±TOP OF PAVEMENT/MATCH EXISTINGN: 10215529.21E: 3553672.11EL: 337.1±GATE POINTN: 10215648.96E: 3553760.12EL: 337.79GATE POINTN: 10215634.12E: 3553746.71EL: 337.65TOP OF PAVEMENT/FGN: 10215659.70E: 3553573.06EL: 332.68TOP OF PAVEMENT/FGN: 10215644.86E: 3553559.65EL: 332.83TOP OF STOOPN: 10215524.39E: 3553575.33EL: 334.70TOP OF STOOPN: 10215510.89E: 3553563.42EL: 334.70TOP OF PARKING PADN: 10215490.29E: 3553585.25EL: 336.18TOP OF PARKING PADN: 10215505.28E: 3553598.48EL: 336.18TOS/MATCH EXISTINGN: 10215763.42E: 3553643.88EL: 334.2±TOSN: 10215650.78E: 3553768.51EL: 338.00FLOWLINE/MATCH EXISTINGN: 10215633.97E: 3553781.36EL: 338.7±FLOWLINE/MATCH EXISTINGN: 10215477.09E: 3553640.18EL: 336.0±FLOWLINE/MATCH EXISTINGN: 10215496.86E: 3553657.91EL: 336.4±FLOWLINE/MATCH EXISTINGN: 10215519.55E: 3553678.11EL: 336.8±FLOWLINE/MATCH EXISTINGN: 10215546.48E: 3553702.39EL: 337.5±TOS/MATCH EXISTINGN: 10215464.34E: 3553599.92EL: 335.5±FLOWLINE/MATCH EXISTINGN: 10215575.79E: 3553729.29EL: 337.8±FLOWLINE/MATCH EXISTINGN: 10215592.63E: 3553744.40EL: 338.0±FLOWLINE/MATCH EXISTINGN: 10215606.95E: 3553757.72EL: 338.2±TOP OF PAVEMENT/FGN: 10215638.90E: 3553771.25EL: 338.38TOP OF PAVEMENT/FGN: 10215501.92E: 3553647.45EL: 336.60TOP OF PAVEMENT/FGN: 10215487.09E: 3553634.04EL: 336.40TOP OF PAVEMENT/FGN: 10215551.46E: 3553692.22EL: 337.57TOP OF PAVEMENT/FGN: 10215545.74E: 3553703.19EL: 337.57FINISH GRADEN: 10215726.07E: 3553631.67EL: 334.40FINISH GRADEN: 10215735.81E: 3553640.28EL: 334.69FINISH GRADEN: 10215676.76E: 3553687.52EL: 335.83FINISH GRADEN: 10215671.79E: 3553693.14EL: 335.97FINISH GRADEN: 10215686.51E: 3553696.13EL: 336.10FINISH GRADEN: 10215681.53E: 3553701.74EL: 336.24FINISH GRADEN: 10215638.36E: 3553730.99EL: 337.21FINISH GRADEN: 10215648.11E: 3553739.60EL: 337.2808B08B08A08AEXISTING WOODEN FENCEPROPOSED COMPOSITE FENCEPROPOSED PERMACAST WALLPROPERTY LINEEASEMENT LINEZONING SETBACK LINERIGHT-OF-WAYEXISTING OVERHEAD ELECTRICEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURCPT DRAIN LINEPVC DRAIN LINEPROPOSED SUBSTATION PAD (SEE"TYPICAL SUBSTATION AGGREGATESURFACE SECTION" DETAIL, SHEET11-CIV-08)EXISTING SUBSTATION PAD (TO BERESTORED TO FULL AGGREGATESECTION AFTER FINALCONSTRUCTION PHASE)PROPOSED CONCRETE PAVEMENTRIPRAP OUTLET PROTECTIONLEGEND:SFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKJ. RINGERN. SANCHEZSHADY LANE SUBSTATIONGRADING PLAN155993–11-CIV-07F61411-CIV-07.DWGISSUEDFOR REVIEWNORTHA7/28/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIESENGINEERING LICENSE #F-8450SCALE IN FEET20'10'40'1.CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UTILITIESPRIOR TO EARTH MOVING ACTIVITIES. NOTIFY OWNER ANDENGINEER OF UNDOCUMENTED AND RELOCATED UTILITIES.CONTRACTOR SHALL USE EXTREME CAUTION WHEN IN THIS AREA.2.CONTOURS AND ELEVATIONS INDICATED ARE TO FINISHED GRADEUNLESS OTHERWISE NOTED.3.CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TOPROPERTY OF ADJACENT LANDOWNERS INCLUDING EXISTINGUTILITIES, EXISTING PAVEMENTS, FENCING, ETC. WHICH ISDAMAGED IN THE PERFORMANCE OF THIS CONTRACT BY THECONTRACTOR, HIS AGENTS, EMPLOYEES, SUBCONTRACTORS, ORTHEIR EMPLOYEES. DAMAGED PROPERTY SHALL BE RESTORED TOITS ORIGINAL CONDITION OR BETTER AT THE CONTRACTOR'SEXPENSE.4.CRUSHED ROCK SURFACING SHALL EXTEND A MINIMUM OF 4'-0"OUTSIDE OF SUBSTATION FENCE OR TO THE PROPERTY LINE ASINDICATED.REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSB11/20/23ISSUED FOR REVIEWJJRNSNOTES:C07/17 /24ISSUED FOR REVIEWJJRNSD10/30/24ISSUED FOR REVIEWJJRNSRELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. #136870 ON 6/6/2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4/25ISSUED FOR REVIEWJJRCGMF6/6/25ISSUED FOR REVIEWJJRMJBPage 24 of 32 XX XX SFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKJ. RINGERN. SANCHE=SHADY LANE SUBSTATIONGRADING SECTIONS155993–11-CIV-08F71411-CIV-08.DWGISSUEDFOR REVIEWA7/28/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIESSOUTHWEST-NORTHEAST GRADING PROFILE 1C-CSW-NENORTHWEST-SOUTHEAST GRADING PROFILE 2B-BNW-SE NORTHWEST-SOUTHEAST GRADING PROFILE 1A-ANW-SE4"6"12"TYPICAL SUBSTATION AGGREGATE SURFACE SECTIONSEE NOTES 4, 5, & 6 ON DRAWING 11-CIV-06NO SCALEFINISH GRADECOMPACTED SUBGRADEFLEXIBLE BASE PERTX DOT STANDARDSTRU-BLN FILL (OR LIME TREATED)PROPOSED COMPOSITE FENCEPROPOSED PERMACAST WALLSUBSTATION SURFACE(SEE DETAIL)PROPOSED GRADEEXISTINGGRADEPROPOSED PERMACAST WALLPROPOSED COMPOSITE FENCESUBSTATION SURFACE(SEE DETAIL)PROPOSED GRADEEXISTINGGRADEPROPOSED PERMACAST WALLPROPOSED PERMACAST WALLSUBSTATION SURFACE(SEE DETAIL)PROPOSED GRADEEXISTINGGRADEPROFILE SCALES:VERTICALHORI=ONTAL0SCALE IN FEET30'60'SCALE IN FEET03'6'5'-0"5'-0"5'-0"REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILS4'-0"AGGREGATE SURFACING LAYER,CONFORM TO TX DOT ITEM 302,TYPE A, GRADE 14'-0"PROPOSED CONCRETEDRIVE APRONPROPOSED SLIDING GATEEXISTING CURBB11/20/23ISSUED FOR REVIEWJJRNS11'-0"C07/17 /24ISSUED FOR REVIEWJJRNSD10/30/24ISSUED FOR REVIEWJJRNSENGINEERING LICENSE #F-845RELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. #136870 ON 6/6/2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4 /25ISSUED FOR REVIEWJJRCGMF6/6/25ISSUED FOR REVIEWJJRCGMPage 25 of 32 SSSPPPPPPWW33 5 33 6 33 7 33833733833 9 336335337 336 335 334 3342465 3 1 24653 12465312465312465 31 246531 2465 31246531246531 2 46531246531 STOCKPILE(TO BE RELOCATED WITHIN THE SITE IN ORDER TOACCOMMODATE THE STAGED CONSTRUCTION OFTHE SUBSTATION)CONCRETE WASHOUT PITPROPOSEDPARKINGAREAPROPOSEDCONTROLBUILDINGF.F.E.=335.50SFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKJ. RINGERN. SANCHEZSHADY LANE SUBSTATIONEROSION CONTROL PLAN - PHASE 2155993–11-CIV-09F81411-CIV-09.DWGISSUEDFOR REVIEWNORTHA7/28/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIES0SCALE IN FEET20'10'40'EXISTING SUBSTATION FENCEEXISTING WOODEN FENCEAPPROXIMATE EXISTING TREELINEPROPERTY LINEEASEMENT LINERIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURSILT FENCE AND/OR STRAW WATTLEPROPOSED COMPOSITE FENCEPROPOSED PERMACAST WALLLIMITS OF DISTURBANCEEXISTING SANITARY SEWER MANHOLEEXISTING WATER VALVE VAULTCONCRETE WASHOUTCONSTRUCTION EXITSOIL STOCKPILEPROPOSED PADEXISTING SUBSTATION PAD (TO BERESTORED TO FULL AGGREGATESECTION AFTER FINAL CONSTRUCTIONPHASE)CONCRETE PAVEMENTRIPRAP OUTLET PROTECTIONLEGEND:AREA OF DISTURBANCEAREA13019.670.30SQ. FT.ACRESNOTES:1.ALL BMP'S SHALL BE INSTALLED PRIOR TO SITE CONSTRUCTIONACTIVITIES AND SHALL REMAIN IN PLACE UNTIL FINAL SITE SURFACINGIS COMPLETE AND VEGETATION IS ADEQUATELY STABILIZED.2.ALL BMP'S SHALL BE INSPECTED ONCE EVERY 7 CALENDAR DAYS ANDAFTER EACH RAINFALL EVENT GREATER THAN 0.5 INCHES PER 24HOUR PERIOD BY THE END OF THE NEXT CALENDAR DAY, EXCLUDINGWEEKENDS AND HOLIDAYS UNLESS WORK IS SCHEDULED.3.CONTRACTOR TO LOCATE RELATED EROSION CONTROL MEASURESON SITE AS REQUIRED TO SUPPORT DEMOLITION.REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSB11/20/23ISSUED FOR REVIEWJJRNSEXISTING SUBSTATION47353.841.09TOTAL DISTURBANCE34334.160.79SUBSTATION EXPANSIONC07/17 /24ISSUED FOR REVIEWJJRNSD10/30/24ISSUED FOR REVIEWJJRNSENGINEERING LICENSE #F-845RELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. #136870 ON 6/6/2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4 /25ISSUED FOR REVIEWJJRCGMF6/6/25ISSUED FOR REVIEWJJRCGMPage 26 of 32 Scale For MicrofilmingInches Millimeters no.datedescriptionby1141312111098765432JIHGFEDCBAdatedetailedcheckeddesignedofsheetsheetsprojectcontractrev.drawingfileckdCOPYRIGHT BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKJ. RINGERN. SANCHEZ69kV SHADY LANE SUBSTATIONCIVIL DETAILS155993±11-CIV-10F91411-CIV-10.DWGISSUEDFOR REVIEW/2/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIESENGINEERING LICENSE F-45REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-0SITE PLAN11-CIV-0GRADING PLAN11-CIV-0GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN -PHASE 211-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSAB11/20/23ISSUED FOR REVIEWJJRNSSECTION C-C 4000 PSI CONCRETE # 2DAYS AGGREGATE BASECOMPACTED SUBGRADE2 4 BARS SPACED AT 11-1/2 O.C.MAINTAIN 3 CLR COVERNOT TO SCALECONCRETE DRIVE PAD12 TYPE D LONGITUDINAL JOINT10 10 VARIESNORMAL GUTTERMATCH E;ISTING GUTTERFLOWLINE AND SLOPE TO DRAINFACE OF CURB AGGREGATE BASECOMPACTED DGA, TYP.4000 PSI CONC. TYP.E;ISTING ASPHALT PAVEMENT,THICKNESS UNKNOWN. CONTRACTORSHALL PROTECT E;ISTING ASPHALTSECTION FROM DAMAGE DURINGDEMOLITION OF E;ISTING GUTTER ANDINSTALLATION OF NEW CURB & GUTTERE;ISTING ASPHALT PAVEMENT EDGEGUTTER FLOW LINECONCRETE DRIVEWAY APRONNOT TO SCALESECTION B-B1.CONCRETE SHALL HAVE A MINIMUM 2-DAY DESIGN STRENGTH OF 4000 PSI.2.CONCRETE SHALL MEET RE4UIREMENTS OF SECTION 03 30 00.3.RE4UIRED BARS ARE TO BE 5 PLACED 1 CENTER TO CENTER EACH WAY,MINIMUM CONCRETE COVER 3.4.CONTRACTION JOINTS AT A MA;IMUM OF 15 ON CENTER FOR BOTH THEDRIVEWAY AND THE 1 WIDE CONCRETE V-TRACK PAD.5.FLOAT AND TROWEL THE CONCRETE ON THE CURB FACE AND TOP ASNECESSARY TO PROVIDE A SMOOTH UNIFORM FINISH. AFTER THE SURFACE OFTHE GUTTER HAS BEEN PROPERLY SHAPED AND PREPARED, AND THE WATERSHEEN HAS DISAPPEARED, PRODUCE THE FINAL FINISH BY BROOMING..MAINTAIN 2 MA; CROSS SLOPE.NOTES:TYPE G E;PANSION JOINTTYPE D LONGITUDINAL JOINT5SUBCONTRACTOR SHALL CONSTRUCT TOP OFCURB SUCH THAT THE BACK OF CURB MEETSFINISHED GRADE10 OR 15 2 R25 25 RADIUS POINTSEE PLAN 11-CIV-0 FOR LOCATIONR25 10 OR 15 10R1 R1 25 RADIUS POINTSEE PLAN 11-CIV-0 FOR LOCATIONTYPE G E;PANSION JOINTE;ISTING CURB & GUTTER TO BE REMOVED. A TYPE GE;PANSION JOINT IS NEEDED AT EDGE OF STREETPAVEMENT. REPLACE STREET SURFACING AS NEEDED.NEAT SAW CUTRETURN CURB TO HAVE AROLL FACE DIMINISHINGAT RADIUS POINTTYPE G E;PANSION JOINTE;ISTING CURBTYPE G E;PANSION JOINTSEE CONCRETE DRIVE PAD DETAILSEE FINISHED GRADEELEVATION ON PLAN 11-CIV-0SEE FINISHED GRADEELEVATION ON PLAN 11-CIV-0SAW CUT TO NEARESTE;ISTING E;PANSIONJOINTSAW CUT TO NEARESTE;ISTING E;PANSIONJOINT10 C0/1 /24ISSUED FOR REVIEWJJRNSTYPICAL DRAINAGE PIPING INSTALLATIONNOT TO SCALE9MIN ABOVE PIPE CROWN SUITABLEFOUNDATIONCEMENTSTABILIZED SANDFINALBACKFILLNOTES:1.ALL PIPE SYSTEMS SHALL BEINSTALLED IN ACCORDANCE WITHASTM D2321, STANDARD PRACTICEFOR UNDERGROUND INSTALLATIONOF THERMOPLASTIC PIPE FORSEWERS AND OTHER GRAVITY FLOWAPPLICATIONS, LATEST ADDITION.2.FOUNDATION:WHERE THE TRENCH BOTTOM ISUNSTABLE, THE CONTRACTOR SHALLE;CAVATE TO A DEPTH RE4UIRED BYTHE OWNER AND REPLACE WITHSUITABLE MATERIAL AS SPECIFIEDBY THE ENGINEER.3.CEMENT STABILIZED SAND:SUITABLE MATERIAL SHALL BECEMENT STABILIZED SAND IN THEPIPE ZONE E;TENDING NOT LESSTHAN ABOVE CROWN OF PIPE.MATERIALS, TESTING, ANDINSTALLATION SHALL BE INACCORDANCE WITH BRYAN/COLLEGESTATION UNIFIED SPECIFICATIONSSECTION 31 23 23.53 CEMENTSTABILIZED SAND BACKFILL.9MINSUITABLEFOUNDATIONCEMENTSTABILIZED SANDFINISHSTONE4 1 MIN CABLE TRENCH3 MIN.GROUND GRIDCABLE TRENCHDRAIN PIPE9MIN ABOVE PIPE CROWN SUITABLEFOUNDATIONFINALBACKFILLCONTAINMENT PIPE W/ NOTHING ABOVECONTAINMENT PIPE BELOW CABLE TRENCHCONTAINMENT & TRENCH PIPECONTAINMENTDRAIN PIPE3 MIN.GROUND GRID3 MIN.GROUND GRIDCONTAINMENTDRAIN PIPECEMENTSTABILIZED SANDCONTAINMENTDRAIN PIPESLOPE TO DRAINSECTION A-A 4000 PSI CONCRETE # 2DAYS AGGREGATE BASECOMPACTED SUBGRADE4 BARS # 12 O.C.E.W.STATION SURFACE STONE12 21 OR 31 AS SHOWN OROPP. SIDE, SEE11-CIV-042 DIA. GATE FDN24 DIA. GATE FDNMETAL V-TRACK.REFER TO GATEMANUFACTURER SLITERATURE1 WIDE CONCRETEPAD FOR GATE V-TRACK4 BARS # 12 O.C.E.W.D10/30/24ISSUED FOR REVIEWJJRNS9MINMIN. 1 PIPEDIAMETER1 ABOVE PIPE CROWN FINALBACKFILLRELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. 130 ON //2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4 /25ISSUED FOR REVIEWJJRCGMSUBSURFACE EDGE DRAINNOT TO SCALEVARIES 12 MIN 4MINMINOVERLAP FABRIC12 MINAGGREGATE SURFACING LAYER,CONFORM TO T;DOT ITEM 302,TYPE A, GRADE 1COMPACTEDSUBGRADECONCRETEPAVEMENT AGGREGATE BASECOMPACTEDSUBGRADECRUSHED STONE, CONFORMTO T;DOT ITEM 302, TYPE A,GRADE 14 DIA MIN PERFORATED SUBDRAINPIPE WITH SOCK WITH FILTER FABRICGEOTE;TILE FILTERFABRICMETAL V-TRACKTYPE G E;PANSION JOINTF//25ISSUED FOR REVIEWJJRMJBSLOPESLOPEPage 27 of 32 TREX FENCE/GATE POSTHSS 3 12 X 3 12 X 316 INSERT,EMBED INTO CONCRETE A MINIMUM OF 18"TREX FENCE PANELS2" MAX(SEE NOTE 3)4000 PSI CONCRETE2'-0" DIA.5'-0"4'-0"4000 PSI CONCRETETREX FENCE/GATE POST (TYP. 2)HSS 3 12 X 3 12 X 316 INSERT,EMBED INTO CONCRETE A MINIMUM OF24" (TYP. 2)4'-0"5'-0"FINISH GRADEFINISH GRADEAMERISTAR GATE3'-6" DIA.1'-534"(SEE NOTE 4)PLAN VIEWELEVATION VIEWAMERISTAR GATETREX FENCE PANELTREX DOUBLE GATE POSTFOUNDATION DETAILTREX FENCE AND SINGLE GATE POSTFOUNDATION DETAILNOTES:1.HSS SHALL MEET THE REQUIREMENTS OF ASTM A500GR-C.2.TOPS OF FOUNDATIONS SHALL BE LEVEL WITH FINISHGRADE.3.GAP BETWEEN BOTTOM OF FENCE AND FINISH GRADESHALL NOT EXCEED 2 INCHES.4.SPACING OF HSS INSERTS SHALL BE SET SUCH THATTHE RESULTING INSIDE-TO-INSIDE SPACING OF TREXPOSTS IS 12-3/4". REFER TO AMERISTAR GATEINSTALLATION INSTRUCTIONS PROVIDED BY GATEMANUFACTURER.5.INSTALL 12" EXPANSION JOINT MATERIAL BETWEENGATE FOUNDATIONS AND DRIVEWAY APRONS. SEEDRAWINGS 11-CIV-06 AND 11-CIV-10 FOR DRIVEWAYAPRON LOCATIONS AND DETAILS.24" MIN (FENCE POSTS)36" MIN (GATE POSTS)SUBGRADE (EARTH GRADE)1" CROWN (FENCE POSTS ONLY)36" MINSUBGRADE(EARTH GRADE)TREXFENCE/GATEPOST (TYP. 2)3'-6" DIA. FDNEXPANSION JOINT(SEE NOTE 5)EXPANSION JOINT(SEE NOTE 5)ELEVATION VIEWScale For MicrofilmingInches Millimeters no.datedescriptionby1141312111098765432JIHGFEDCBAdatedetailedcheckeddesignedofsheetsheetsprojectcontractrev.drawingfileckdCOPYRIGHT © BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKD. KUHNSC. JERGENSEN69kV SHADY LANE STATIONFENCE DETAILS155993–11-CIV-11E101411-CIV-11.DWGA7/28/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIESENGINEERING LICENSE #F-845NOT TO SCALE45 DEGREE BARBED WIRE8'-0"TYPICAL 8 FT. INTERLOCKING TREX SECLUSIONS COMPOSITE FENCING SYSTEMINTERLOCKINGCOMPOSITE BOARDREFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSB11/20/23ISSUED FOR REVIEWJJRNSC09/30/24ISSUED FOR 90%REVIEWRDKCJJ02824-1SECTION 02824WOOD COMPOSITE FENCES AND GATESPART 1 GENERAL1.1 SECTION INCLUDESA.Wood composite fences.B.Excavation for posts.1.2 RELATED SECTIONSA.Section 03300 - Concrete1.3 REFERENCESA.ASTM C 94 - Standard Specification for Ready-Mixed Concrete.B.ASTM C 177 - Standard Test Method for Steady-State Heat Flux Measurements andThermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus.C.ASTM D 143 - Standard Test Methods for Small Clear Specimens of Timber.D.ASTM D 198 - Standard Test Methods of Static Tests of Lumber in Structural Sizes.E.ASTM D 1037 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber andParticle Panel Materials.F.ASTM D 1413 - Standard Test Method for Wood Preservatives by Laboratory Soil-BlockCultures.G.ASTM D 1761 - Standard Test Methods for Mechanical Fasteners in Wood.H.ASTM D1929 - Standard Test Method for Determining Ignition Temperature of Plastics.I.ASTM D 2047 - Standard Test Method for Static Coefficient of Friction of Polish-CoatedFlooring Surfaces as Measured by the James Machine.J.ASTM D 2394 - Standard Methods for Simulated Service Testing of Wood and Wood-BaseFinish Flooring.02824-2K.ASTM D 2395 - Standard Test Methods for Specific Gravity of Wood and Wood-BasedMaterials.L.ASTM D 4761 - Standard Test Methods for Mechanical Properties of Lumber andWood-Base Structural Material.M.ASTM E 84 - Standard Test Method for Surface Burning Characteristics of BuildingMaterials.N.ASTM F 1679 - Standard Test Method for Using a Variable Incidence Tribometer (VIT).O.American Wood Preservers Association (AWPA) E1-06 - Standard Method for LaboratoryEvaluation to Determine Resistance to Subterranean Termites.1.4 DESIGN / PERFORMANCE REQUIREMENTSA.Design Requirements: Design fence system to withstand Brazos County, Texas 120 MPHultimate wind speed.1.5 SUBMITTALSA.B.Product Data: Manufacturer's data sheets on each product to be used indicating sizes,profiles, surface finishes, and performance characteristics, and including:1.Preparation instructions and recommendations.2.Storage and handling requirements and recommendations.3.Installation methods.4.Instructions on care and cleaning of composite wood products.C.Verification Samples: For each finish product specified, two samples, minimum size 9 inches(229 mm) square, representing actual product, color, and patterns.D.Manufacturer's Certificates: Certify products meet or exceed specified requirements.Closeout Submittals: Provide manufacturer's maintenance instructions that includerecommendations for cleaning and maintenance.1.6 DELIVERY, STORAGE, AND HANDLINGA.Deliver, store and handle products in accordance with the manufacturer's instructions.B.Store level and flat, off ground or floor, with supports at each end and maximum 24 incheson center.C.Do not stack wood composite over 8 feet (203 mm) high.D.Cover wood composite with waterproof covering, vented to prevent moisture buildup.1.7 WARRANTYA.Provide manufacturer's 25 year residential warranty / 10 year commercial warranty providingcoverage against checking, splitting, splintering, rotting, structural damage from termites,and fungal decay of wood composite.PART 2 PRODUCTS2.1 MANUFACTURERS02824-3A.Acceptable Manufacturer: Trex Fencing, which is located at: 160 Exeter Dr.; Winchester, VA22603; Distributors and Technical Contacts: www.trexfencing.com.B.Substitutions: Not permitted.2.2 MATERIALSA.Wood composite: Reclaimed wood and plastic with integral coloring; free from toxicchemicals and preservatives:1.Characteristics:a.Abrasion resistance: 0.01 inch wear per 1000 revolutions, tested to ASTM D2394.b.Hardness: 1124 pounds, tested to ASTM D 143.c.Self ignition temperature: 743 degrees F, tested to ASTM D 1929.d.Flash ignition temperature: 698 degrees F, tested to ASTM D 1929.e.Flame spread rating: 80, tested to ASTM E 84.f.Water absorption, 24 hour immersion, tested to ASTM D 1037:1)Sanded surface: 4.3 percent.2)Unsanded surface: 1.7 percent.g.Thermal expansion coefficient, 36 inch long samples:1)Width: 35.2 x 10-6 to 42.7 x 10-6.2)Length: 16.1 x 10-6 to 19.2 x 10-6.h.Fastener withdrawal, tested to ASTM D 1761:1)Nail: 163 pounds per inch.2)Screw: 558 pounds per inch.i.Static coefficient of friction:1)Dry: 0.53 to 0.55, tested to ASTM D 2047.2)Dry: 0.59 to 0.70, tested to ASTM F 1679.3)Wet: 0.70 to 0.75, tested to ASTM F 1679.j.Fungus resistance, white and brown rot: No decay, tested to ASTM D 1413.k.Termite resistance: 9.6 rating, tested to AWPA E-1.l.Specific gravity: 0.91 to 0.95, tested to ASTM D 2395.m.Compression:1)Parallel: 1806 PSI ultimate, 550 PSI design, tested to ASTM D 198.2)Perpendicular: 1944 PSI ultimate, 625 PSI design, tested to ASTM D143.n.Tensile strength: 854 PSI ultimate, 250 PSI design, tested to ASTM D 198.o.Shear strength: 561 PSI ultimate, 200 PSI design, tested to ASTM D 143.p.Modulus of rupture: 1423 PSI ultimate, 250 PSI design, tested to ASTM D4761.q.Modulus of elasticity: 175,000 PSI ultimate, 100,000 PSI design, tested toASTM D 4761.r.Thermal conductivity: 1.57 BTU per inch per hour per square foot at 85 degreesF, tested to ASTM C 177.2.3 COMPONENTSA.Fence System: Seclusions Privacy Fence System.1.Fence height:a.8 feet.02824-42.Components:a.Fence posts.b.Post caps:1)Flat.c.Top raild.Aluminum bottom rail inserts.e.f.Bottom rail covers/Pickets, 91 inch.Fence brackets.3.Surface texture: Smooth.4.Color:a.Woodland Brown.2.4 ACCESSORIESA.Fasteners: 1-5/8 inch galvanized or corrosion-resistant coated steel. Provide finish nailswhere applicable.B.Concrete: Provide as Specified in Section 03300; minimum 4000 PSI compressive strengthat 28 days, with a 3 to 5 inch slump.PART 3 EXECUTION3.1 EXAMINATIONA.Do not begin installation until substrates have been properly prepared.B.If substrate preparation is the responsibility of another installer, notify Architect ofunsatisfactory preparation before proceeding.3.2 PREPARATIONA.Clean surfaces thoroughly prior to installation.B.Prepare surfaces using the methods recommended by the manufacturer for achieving thebest result for the substrate under the project conditions.3.3 INSTALLATIONA.Install in accordance with manufacturer's instructions.B.Cut and drill wood composite using carbide tipped blades.02824-5C.Space posts maximum 8 feet on center.D.Drill post holes into undisturbed or compacted soil; excavate deeper in soft or loose soils andfor posts with heavy lateral loads.E.Drill fence and single gate posts to 24 inch diameter. Drill double gate posts to 42 inch diameter.Embed bottoms of fence posts at least 24 inches into foundations and bottoms of gate posts atF.G.Place top of concrete flush with finished grade.H.I.Screw fence brackets to posts with four 1-5/8 inch long exterior screws.J.Cut top rails, pickets, bottom rail covers and aluminum bottom rails to lengths required.K.Slide bottom rail covers over aluminum bottom rail pieces.L.Position aluminum bottom rail on fence brackets with deeper side of rail channel facingdownward.M.Cut end pickets to height to provide clearance under brackets and screw to posts.N.Insert pickets into bottom rail, interlocking adjacent pieces.O.Position top rail and screw attach to top brackets with 1-5/8 inch long exterior screws.Use finish nails to secure pickets to rails if the pickets are not tightly interlocked.Place post caps over post tops and secure with construction adhesive or four finish nails.3.4 CLEANINGA.Clean wood composite to remove stains:1.Mold, mildew, and berry and leaf stains: Clean surfaces with conventional deck washcontaining detergent or sodium hypochlorite.2.Rust and ground-in dirt: Clean surfaces with cleaner containing oxalic or phosphoricacid.3.Oil and grease: Clean surfaces with detergent containing degreasing agent.3.5 PROTECTIONA.Protect installed products until completion of project.B.Touch-up, repair or replace damaged products before Substantial Completion.END OF SECTIONPassPort Commercial SpecificationAmeristar Perimeter Security USA Inc.Rev. 12/08/2022A. Steel material for roll gate components (i.e. pickets, rails, diagonals and uprights), shall be commercial steel with a minimum yieldstrength of 45,000 psi (344 MPa).B. Ornamental picket material shall be 1” square x 14 Ga. Tubing. Picket spacing shall be 4-3/4”. Material for toprails, uprightsand diagonals rails shall be 2” square x 12 Ga. Material for the bottom rail shall be 2” x 4” x 11 Ga. Posts shall be a minimum of 4”square x 11 Ga.2.03 FABRICATIONA. Pickets/pales, rails, uprights and posts shall be precut to specified lengths. Diagonals shall be precut to specified lengths and angles.Frame materials shall be joined by welding. Pickets/pales shall be face welded to roll gate frame, except for Invincible or Gauntlet gatesover 18’ long. Invincible or Gauntlet style gates over 18’ long shall have pickets face-welded to 2” x 2” angle iron to form panels equal inlength to the gate frame bay width.B. The manufactured roll gates and bolt-on panels (if applicable) shall be subjected to the PermaCoat®thermal stratification coatingprocess (high-temperature, in-line, multi-stage, multi-layer) including, as a minimum, a six-stage pre-treatment/wash (with zincphosphate), an electrostatic spray application of an epoxy base, and a separate electrostatic spray application of a polyester finish.The base coat shall be a thermosetting epoxy powder coating (gray in color) with a minimum thickness of 2 mils (0.0508mm). Thetopcoat shall be a “no-mar” TGIC polyester powder coat finish with a minimum thickness of 2 mils (0.0508mm). The color shall beBlack. The stratification-coated framework shall be capable of meeting the performance requirements for each quality characteristicC. Completed gates shall be capable of supporting a 200 lb. load applied at midspan without permanent deformation.PART 3 - EXECUTION3.01 PREPARATIONAll new installation shall be laid out by the contractor in accordance with the construction plans.3.02 INSTALLATIONGateposts shall be set in accordance with the spacing’s shown in the construction plans. The “Earthwork” and “Concrete” sectionsof this specification shall govern post base material requirements. 6” wheels shall be bolted to the gate (between the wheel plateswelded near the ends of the gate bottom rail). The gate shall be set upright with the V-grooved wheels positioned over the pre-installedsteel V-track that traverses the gate opening. V-track is to be installed level to prevent gravity from causing the gate to roll freely. Rollerguides shall be affixed to the gateposts at a height even with the gate top rail to hold the gate in a vertical position. Gate stop options shallbe permanently secured to the top ends of the gate and guideposts or to the track. Alternatively, a separate post may be set at each end ofthe gate in the fully open or closed position so the gate cannot pass the rollers in either direction.3.03 CLEANINGThe contractor shall clean the jobsite of excess materials. Post hole excavations shall be incorporated into the final grade whereTable 1 – Coating Performance RequirementsQuality CharacteristicsASTM Test MethodPerformance RequirementsAdhesionD3359 – Method BAdhesion (Retention of Coating) over 90% of test area (Tape andknife test).Corrosion ResistanceB117, D714 & D1654Corrosion Resistance over 1,000 hours (Scribed per D1654;failure mode is accumulation of 1/8” coating loss from scribe ormedium #8 blisters).Impact ResistanceD2794Impact Resistance over 60 inch lb. (Forward impact using 0.625”ball).Weathering ResistanceD822 D2244, D523 (60˚ Method)Weathering Resistance over 1,000 hours (Failure mode is 60%loss of gloss or color variance of more than 3 delta-E color units).PassPort Commercial SpecificationAmeristar Perimeter Security USA Inc.Rev. 12/08/2022AMERISTAR®PERIMETER SECURITY USA INC.PassPort II®Gate - Steel Roll Gate SystemConstruction Specification – SECTION 32 31 00PART 1 - GENERAL1.01 WORK INCLUDEDThe contractor shall provide all labor, materials, and appurtenances necessary for installation of the steel roll gate system definedherein at (specify project site).1.02 RELATED WORKSection 02100 - EarthworkSection 03300 - Concrete1.03 SYSTEM DESCRIPTIONThe manufacturer shall supply a total roll gate system of Ameristar®PassPort II®Industrial Ornamental design series and Classicstyle. The system shall include all components (i.e., pickets, rails, gate uprights, wheels, and hardware) required.1.04 QUALITY ASSURANCEThe contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved andmaterials and techniques specified.1.05 REFERENCESASTM B117 - Practice for Operating Salt-Spray (Fog) Apparatus.ASTM D523 - Test Method for Specular Gloss.ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint.ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-ArcLight and Water Exposure Apparatus.ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.ASTM D2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).ASTM D3359 - Test Method for Measuring Adhesion by Tape Test.1.06 SUBMITTALThe manufacturer’s submittal package shall be provided prior to installation.1.07 PRODUCT HANDLING AND STORAGEUpon receipt at the job site, all materials shall be checked to ensure that no damages occurred during shipping or handling.Materials shall be stored in such a manner to ensure proper ventilation and drainage and to protect against damage, weather,vandalism, and theft.PART 2 - MATERIALS2.01 MANUFACTURERThe steel roll gate system shall conform to Ameristar PassPort II Industrial Ornamental design series Classic style and 2-rail frameconfiguration manufactured by Ameristar Fence Products, Inc. in Tulsa, Oklahoma.2.02 MATERIALshown in Table 1.BY CONTRACTOR24"/42"CONCRETE FILL24" MIN.1'-0"possible. Material not used for grading purposes shall be disposed of offsite at an approved location. Disposal shall be in accordancewith all local, state, and federal regulations.ISSUEDFOR REVIEWRELEASED FOR REVIEW ONLY BY RONALD DAVIDKUHNS, JR., P.E. #117884 ON 4/4/2025 AND SHALLNOT BE USED FOR CONSTRUCTION PURPOSES.®®D10/30/24ISSUED FOR REVIEWJJRNSGATE OPENING6' THROUGH 31'FENCE LINELATCHING POSTLATCHROLLER GUIDE POSTROLLER GUIDE POSTFENCE LINEV-TRACKDETAIL BGATEHEIGHT8'36"DETAIL ADETAIL CSAFETYSHIELDISO VIEWDETAIL APassPort II Industrial Ornamental Roll GateOrnamental Pickets: 1" SquareTop Rail(s), Uprights and Diagonals Braces: 2"SquareBottom Rail: 2" x 4" (Notched & Plated for V-track Wheels)Roll Gate Hardware : Kit #PGKODAvailable in Profiles of 2-Rail, 3-Rail & 3-Rail w/RingsRValues shown are nomina l and no t to be used for installation purposes. See product spec ificationfor instal lation requirements.ISO VIEWDETAIL BSIDE VIEWTOP VIEWDETAIL CSCALE:AMERISTARRREV:PASSPORT II CLASSIC INDUSTRIAL ROLL GATEDO NOT SCALETitle:2CISORG1555 N. MingoTulsa, OK 741161-888-333-3422www.ameristarfence.comDWN:ECR:Date:LJMSH . 1 of 1PA180108 10/12/18E1234"±1/4"least 36 inches into foundations. Locate bottoms of foundation excavations 60 inches below grade.PREFERRED METHODNOTE:1.CONTRACTOR SHALL COORDINATE WITH PERMACASTREGARDING THE ATTACHMENT OF THE TREX COLUMNSTO THE PERMACAST, CONCRETE COLUMNS.COORDINATION SHALL OCCUR PRIOR TO PERMACASTDESIGNING THE PRECAST CONCRETE WALL.CONTACT INFORMATION:PERMACAST LLC6015 21st ST EBRADENTON, FL 342031-888-977-9255CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4/25ISSUED FOR REVIEWJJRCGMPage 28 of 32 10'-0"10'-0"10'-0"8'-0"1'-0" 1' (TYP)3' (TYP)8'-0"1'-0" SFDOH FRU MLFURILOPLQJIQFKHs MLOOLPHtHUs QR.GDtHGHsFULStLRQE\1141312111098765432JIHGFEDCBAGDtHGHtDLOHGFKHFNHGGHsLJQHGRIsKHHtsKHHtsSURMHFtFRQtUDFtUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2024 10/30/24S. SCHENKD. KUHNSC. JERGENSEN69kV SHADY LANE STATIONFENCE DETAILS155993–11-CIV-12E111411-CIV-12.DWGA7/28/23ISSUED FOR REVIEWJJRNSBRYAN TEXASUTILITIESREFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-07GRADING PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-14TRAFFIC CONTROL PLAN11-CIV-15TRAFFIC CONTROL DETAILSB11/20/23ISSUED FOR REVIEWJJRNSC09/30/24ISSUED FOR 90%REVIEWRDKCJJENGINEERING LICENSE #F-845ISSUEDFOR REVIEWRELEASED FOR REVIEW ONLY BY RONALD DAVIDKUHNS, JR., P.E. #117884 ON 4/4/2025 AND SHALLNOT BE USED FOR CONSTRUCTION PURPOSES.D10/30/24ISSUED FOR REVIEWRDKCJJ1.PRECAST CONCRETE WALL SHALL BE DESIGNED ANDINSTALLED BY:PERMACAST LLC6015 21st ST EBRADENTON, FL 342031-888-977-92552.STRUCTURAL DESIGN SHALL MEET THE REQUIREMENTSOF THE 2021 INTERNATIONAL BUILDING CODE.2.1.EXPOSURE C2.2.RISK CATERGORY 3DESIGN & INSTALLATION REQUIREMENTS:1.CONTRACTOR SHALL COORDINATE THE INSTALLATION OFTHE AMERISTAR GATE POSTS WITH PERMACAST. GATEPOSTS SHALL BE INSTALLED AT THE SAME TIME AS THEPERMACAST WALL FOUNDATIONS, TO ALLOW FOR PROPERINSTALLATION. PERMACAST SHALL BE NOTIFIED OF THISREQUIREMENT PRIOR TO STARTING WALL DESIGNENGINEERING.2.AMERISTAR GATE POSTS SHALL BE EMBEDDED INFOUNDATION A MINIMUM DISTANCE OF 36 INCHES.3.CONTRACTOR SHALL SEAL GAPS BETWEEN AMERISTARGATE POSTS AND PERMACAST WALL COLUMNS.NOTES:CITY OF COLLEGE STATIONAPPROVAL BLOCKE4/4/25ISSUED FOR REVIEWRDKCJJPage 29 of 32 1'-4"4'-0"3'-6" 1"6"6" SCH 40 PIPE x 7'-0" LONG (GALV)W/ 7" DIA YELLOW PLASTIC COVERFINISH GRADEUNREINFORCED CONCRETEN.T.S.DETAIL 1BOLLARD INSTALLATIONTOP OF PIPESHALL PREVENTMOISTURE ENTRY1'-0" (MIN) (TYP.)T.O.C. EL. 336.40'4" GALV STEEL VENT PIPE(CAST INTO PRECAST LID)FINISH GRADEEL 332.75' (+/-)T.O.C. EL. 326.90'AFL OIL STOP VALVE(OSV-6SV, SEE NOTE 4)UNION FITTING2" GALVANIZED STEELDISCHARGE PIPEN.T.S.ELEVATIONSPRING-ASSISTED CHECK VALVEPRECASTCONCRETELID12" THICK LAYER OFCOMPACTED SELECTFILL PER NOTE 3 ONDWG 11-FND-053" (+/-) THICK LAYER OFCEMENT STABILIZED SANDFOR LEVELINGBTHIS DWGBAATHIS DWGSPLASHBLOCKGUIDE RAILS ANDBRACKETS (SEE NOTE 6)6" DIA. PVC EXTENSIONW/ TURNDOWN ELBOWOPENGRATINGLEVELFLOATSSUBMERSIBLE PUMP(SEE NOTES 5 THRU 8)ONOFF1" PVCVENTPIPEDUAL-CHAMBER, PRECAST VAULTW/ AFL OIL STOP VALVE(SEE NOTES 1 THRU 4)FOR TOP OF PVC VENTPIPE ELEVATION, SEENOTE 9 THIS DWGI.E. 330.40'I.E. 329.40'N.T.S.SECTION B-B4'-0"4'-0"6"2'-0"VAULTLC2'-0" 5'-0"SUBSTATION WALL5'-0"2'-6"4'-6"2" GALVANIZEDSTEELDISCHARGEPIPEBOLLARD, TYP 6 PLACES(SEE DETAIL 1)6" PVC PIPE FROMXFMR BASINI.E. IN = 329.40'SUBMERSIBLE PUMP(SEE NOTES 5 THRU 8)SPARE PUMPAFL OIL STOP VALVE(OSV-6SV, SEE NOTE 4)NON-METALILIC CAST-INSTEPS AT 12" SPACING(SEE NOTE 2)TURNDOWNELBOWSVAULTLCSPLASHBLOCK2'-6"5'-0"3'-6"3'-6"5'-0"VERTICALPIPE SECTIONLC1'-0"MAX N.T.S.SECTION C-CI.E. 329.40'2'-6" (MAINTAIN DIM.)TURNDOWNELBOWT.O.C. EL. 326.90'6" PVC PIPE FROMXFMR BASINCTHIS DWGCAFL OILSTOP VALVE3" CONDUIT TOCABLE TRENCH(SEE DWG 11-C-01 FORCONDUIT ROUTING)3" CONDUIT TOALARM PANELALARMPANEL4" GALV STEEL VENT PIPE(CAST INTO PRECAST LID)N.T.S.SECTION A-ABASIN LOCATION(SEE DWG 11-CIV-06FOR COORDINATES)1.5" HDG OPEN GRATINGSUBSTATION WALLBASIN LOCATION(SEE DWG 11-CIV-06FOR COORDINATES)NORTH24" X 36"ALUMINUMHATCH6" PVC PIPE FROMCABLE TRENCHI.E. IN = 329.40'DDTHIS DWGN.T.S.SECTION D-DI.E. 329.40'TURNDOWNELBOWT.O.C. EL. 326.90'6" PVC PIPE FROMCABLE TRENCH(PUMPS, RAILS, AND DISCHARGEPIPING NOT SHOWN)SFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS MFDONNELL ENGINEERING COMPANY, INC.2023 10/30/24D. KUHNSD. KUHNSC. JERGENSEN69kV SHADY LANE STATIONOIL CONTAINMENT CABLE TRENCH DRAINAGEPUMPING BASIN DETAILS155993–11-CIV-13A121411-CIV-13.DWGISSUEDFOR REVIEWA10/30/24ISSUED FOR 90%REVIEWRDKCJJBRYAN TEXASUTILITIESENGINEERING LICENSE #F-845ENGINEERING LICENSE #F-845REFERENCE DRAWINGS:CONDUIT PLAN11-C-01SITE PLAN11-CIV-06FOUNDATION PLAN11-FND-01GROUNDING PLAN11-GND-01NOTES:1.DUAL-CHAMBER, PRECAST VAULT SHALL BE DESIGNED BY A PRECASTCONCRETE MANUFACTURER AND SHALL ALSO BE DESIGNED FOR BUOYANCYASSUMING THE GROUNDWATER ELEVATION TO BE AT GRADE.2.PRECAST VAULT SHALL INCLUDE: PRESS-SEAL WATERTIGHT BOOTS FOR 6" PIPEPENETRATIONS; M.A. INDUSTRIES POLYPROPYLENE MANHOLE STEPS; ONE 4"GALVANIZED STEEL VENT PIPE CAST INTO COVER; ONE 6" PVC OIL STOP VALVEBY AFL INDUSTRIES; BUTYL ROPE MASTIC IN JOINTS; AND TWO EXTERIORCOATS OF MANUFACTURING PLANT-APPLIED CONSEAL CONCRETE SEALANT(CS-55 BLACK DAMP-PROOFING).3.CONTRACTOR SHALL WASH OUT INTERIOR SURFACES OF VAULT BEFORE ANDAFTER INSTALLATION TO REMOVE ANY DEBRIS THAT MIGHT CLOG OR FOUL THEOIL STOP VALVE OR PUMPS.4.CONTRACTOR TO INSTALL 6" PVC OIL STOP VALVE (MODEL OSV-6SV, BY AFLINDUSTRIES) IN VAULT PER THE MANUFACTURER'S RECOMMENDATIONS.CONTRACTOR SHALL ALSO PROVIDE AND INSTALL: 1) A STAINLESS STEEL HOLDDOWN STRAP FOR VALVE WITH 2 HILTI EXPANSION ANCHORS (KB3 1/2" X 4 1/2"LT SS304); 2) A 1" SCH 40 PVC SIPHON BREAK VENT PIPE ON TOP OF VALVE; 3) A6" DIAMETER PVC JOINT AND EXTENSION PIECE THROUGH CHAMBER-DIVIDINGWALL; AND 4) PIPE TURNDOWNS AT ALL 6" PIPE PENETRATIONS.5.CONTRACTOR SHALL COORDINATE WITH THE PUMP SUPPLIER FOR PUMPDISCHARGE CONNECTION INTERFACE DETAIL.6.GUIDE RAILS, BRACKETS, BASE ELBOW, AND LIFTING CHAIN SHALL BE PROVIDEDBY THE PUMP SUPPLIER. RAILS AND BRACKETS SHALL BE STAINLESS STEEL.7.PUMP SUPPLIER SHALL PROVIDE ALL PUMP CONTROLS REQUIRED FOR BASICOPERATION, INCLUDING LOCAL CONTROL PANEL AND FLOAT ASSEMBLY.8.REFER TO SPECIFICATION 02626 - SUBMERSIBLE SUMP PUMPS FOR ADDITIONALINFORMATION REGARDING THE PUMP AND ASSOCIATED ITEMS.9.TOP OF PVC VENT PIPE TO BE SET WITHIN GALVANIZED PIPE. TOP OF PVC VENTPIPE ELEVATION SHALL NOT BE LOWER THAN THE TOP OF THE TR-112TRANSFORMER CONTAINMENT BASIN (I.E. TOP OF PVC VENT PIPE MUST BEHIGHER THAN ELEVATION 336.30'). ROUTING OF VENT PIPE SHALL NOT IMPEDEACCESS TO INTERIOR OF MANHOLE.10.PVC PIPE AND FITTINGS SUPPLIED FOR THIS PROJECT SHALL BE SCHEDULE 80.ALL JOINTS SHALL BE CONSTRUCTED WITH SOLVENT CEMENT PER THEMANUFACTURER'S RECOMMENDATIONS.11.FOR NOTES PERTAINING TO FILL MATERIAL, CONCRETE REQUIREMENTS, ANDSTEEL REINFORCEMENT REQUIREMENTS, REFER TO DRAWINGS 11-FND-05 AND11-FND 07.RELEASED FOR REVIEW ONLY BY RONALD DAVIDKUHNS, JR., P.E. #117884 ON 10/30/2024 ANDSHALL NOT BE USED FOR PERMIT ORCONSTRUCTION PURPOSES.Page 30 of 32 335 33 6 33 7 33833733833 9 336335337 336335334 334333332331 N O R T H - S O U T H B A S E L I N EEAST-WEST BASELINEPBM-4PBM-1PBM-2PBM-3LPSSSPPPPPPWMWMWMWMWWW WW W WWW W WW W W WW W W WW W W WW W W W W W W W W W WW W W W335 33 6 33833733833 9 336335334 334PROPOSEDCONTROLBUILDINGF.F.E.=336.30HEIGHT = 16'-6"EXISTING BTUSUBSTATIONPROPOSEDPARKINGAREA1 0 ' ( T Y P . ) 1 0 0 ' 100'EXISTING WOODEN FENCEPROPOSED COMPOSITE FENCEPROPOSED PERMACAST WALLPROPERTY LINEEASEMENT LINERIGHT-OF-WAYEXISTING OVERHEAD ELECTRICEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED WORK ZONE(WITHIN COONER STREETRIGHT-OF-WAY)PROPOSED CHANNELIZING DEVICESPROPOSED SIGNLEGEND:SFDOH FRU MLFURILOPLQJIQFKHV MLOOLPHWHUV QR.GDWHGHVFULSWLRQE\1141312111098765432JIHGFEDCBAGDWHGHWDLOHGFKHFNHGGHVLJQHGRIVKHHWVKHHWVSURMHFWFRQWUDFWUHY.GUDZLQJILOHFNGCOPYRIGHT © BURNS & MFDONNELL ENGINEERING COMPANY, INC.2024 4/4/25S. SCHENKJ. RINGERN. SANCHEZSHADY LANE SUBSTATIONTRAFFIC CONTROL PLAN155993–11-CIV-14B131411-CIV-14.DWGISSUEDFOR REVIEWNORTHA4/4/25ISSUED FOR REVIEWJJRCGMBRYAN TEXASUTILITIESENGINEERING LICENSE #F-8450SCALE IN FEET20'10'40'1.ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCEWITH BCS UNITED SPECIFICATIONS 01 55 26 AND THE TEXASMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.REFERENCES:11-CIV-02DEMO PLAN - PHASE 111-CIV-03EROSION CONTROL PLAN - PHASE 111-CIV-04EROSION CONTROL DETAILS11-CIV-05DEMO PLAN - PHASE 211-CIV-06SITE PLAN11-CIV-08GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - PHASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENCH DETAILS11-CIV-15TRAFFIC CONTROL DETAILSNOTES:RELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. #136870 ON 6/6/2025 AND SHALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCK1CW20-1DG20-212221B6/6/25ISSUED FOR REVIEWJJRCGMPage 31 of 32 Scale For MicrofilmingInches Millimeters no.datedescriptionby1141312111098765432JIHGFEDCBAdatedetailedcheckeddesignedofsheetsheetsprojectcontractrev.drawingfileckdCOPYRIG+T BURNS & McDONNELL ENGINEERING COMPANY, INC.2024 4/4/25J. RINGERJ. RINGERM. BLAKESHADY LANE SUBSTATIONTRAFFIC CONTROL DETAILS155993±11-CIV-15A141411-CIV-15.DWGISSUEDFOR REVIEWAISSUED FORPERMITTINGJJRBRYAN TEXASUTILITIESENGINEERING LICENSE F-45REFERENCES11-CIV-02DEMO PLAN - P+ASE 111-CIV-03EROSION CONTROL PLAN - P+ASE 111-CIV-05DEMO PLAN - P+ASE 211-CIV-0SITE PLAN11-CIV-0GRADING PLAN11-CIV-0GRADING SECTIONS11-CIV-09EROSION CONTROL PLAN - P+ASE 211-CIV-10CIVIL DETAILS11-CIV-11FENCE DETAILS11-CIV-12FENCE DETAILS11-CIV-13OIL CONTAINMENT & CABLE TRENC+ DETAILS11-CIV-14TRAFFIC CONTROL PLANRELEASED FOR REVIEW ONLY BY JASON RINGER,P.E. 130 ON 4/4/2025 AND S+ALL NOT BE USEDFOR CONSTRUCTION PURPOSES.CITY OF COLLEGE STATIONAPPROVAL BLOCK4/4/25CGMPage 32 of 32