3-02 - ITB 2026-011 Plans.pdf
PDF 12 MB Posted
- Attached to
- ITB 2026-011 Rehabilitation of Lift Stations
- Solicitation number
- ITB 2026-011
- Issued by
- Johnson County, Texas
About this file
ITB 2026-011 Rehabilitation of Lift Stations – Construction Plans
This is a comprehensive construction plan document prepared by Birkhoff, Hendricks & Carter, L.L.P., Professional Engineers, for the City of Burleson, Texas. The project involves the rehabilitation of three wastewater lift stations—Gateway, Service Center, and Mockingbird—located throughout the City of Burleson. The project encompasses furnishing all labor, materials, equipment, and performing all work required for the complete rehabilitation of these three lift stations and all necessary appurtenances, with an expected project duration of 120 calendar days. The plans document, prepared in December 2025, includes detailed civil, structural, and electrical design specifications spanning 42 sheets. The work includes wet well rehabilitation, pump replacement, electrical panel upgrades, fence installation, concrete pad construction, landscaping restoration, and comprehensive site work at each lift station location. All construction materials and workmanship must conform to the Standard Specifications for Public Works Construction by the North Central Texas Council of Governments (NCTCOG).
The project requires strict compliance with erosion control measures, traffic management, utility protection, and coordination with City of Burleson staff and utility providers including ONCOR Electrical Delivery. Contractor responsibilities include site security maintenance, irrigation system protection and repair by licensed irrigators, tree protection, temporary drainage measures, and restoration of all disturbed areas. Key operational considerations include maintaining lift station functionality during construction at the Service Center location and implementing bypass pumping at the Gateway station. The contractor must contact the City's Construction Inspection Manager at least 48 hours prior to commencement and coordinate temporary shutdowns with City staff. All electrical work must meet the National Electrical Code and NEMA/ANSI standards, with specific requirements for surge protection devices, stainless steel hardware, and detailed control panel specifications. The project involves coordination of underground utilities, conduit installation, submersible pump replacement, and SCADA/RTU system upgrades at each facility.
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Other files
| File | Type | Posted |
|---|---|---|
| 6-05 - ITB 2026-011 Bid Opening Link.pdf | ||
| 4-04 - W9 Form.pdf | ||
| 5-04 - ITB 2026-011 Pre Bid Meeting Link.pdf | ||
| 2-03 - ITB 2026-011 Bid Sheet.xlsx | XLSX spreadsheet | |
| 1-01 - ITB 2026-011 Specifications Contract Documents.pdf |
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Text version
DECEMBER 2025
CONSTRUCTION PLANS FOR:
CITY OF BURLESON, TEXAS
BIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600
Dallas, Texas 75243 (214) 361-7900
PREPARED BY
REHABILITATION OF LIFT STATIONS
GATEWAY, SERVICE CENTER & MOCKINGBIRD
PROJECT WW2302
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ALSBURY BLVD.
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ALSBURY BLVD.
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STONE RD.
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WILSHIRE BLVD.
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RAILROAD
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PROJECT LOCATION (GATEWAY LIFT STATION)
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JOHN JONES DR.
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MCALISTER RD.
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PROJECT LOCATION (SERVICE CENTER LIFT STATION)
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JOHN JONES DR.
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PROJECT LOCATION (MOCKINGBIRD LIFT STATION)
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113 Cover.dwg
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PLOT SCALE: 1:21:2
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AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
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REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks, & Carter, L.L.P.
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%%UCITY MANAGER
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CHRIS FLETCHER
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%%UMAYOR
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PHIL ANDERSON, COUNCIL PLACE 2
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VICTORIA JOHNSON, COUNCIL PLACE 1
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%%UCITY COUNCIL
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TOMMY LUDWIG
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ADAM RUSSELL, COUNCIL PLACE 6
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LARRY SCOTT, COUNCIL PLACE 4
AutoCAD SHX Text DAN McCLENDON, COUNCIL PLACE 5, MAYOR PRO TEM
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ALEXA BOEDEKER, COUNCIL PLACE 3
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LOCATION MAP
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%%UDIRECTOR OF CAPITAL ENGINEERING
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RANDY MORRISON, PE, PMP, MCE
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CITY HALL 141 W. RENFRO ST.
AutoCAD SHX Text REVIEWED BY: CITY ENGINEER DATE DATE THESE PLANS HAVE BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE CITY'S SUBDIVISION REGULATIONS, STANDARD CONSTRUCTION DETAILS AND OTHER APPLICABLE CITY ORDINANCES AND REGULATIONS, RELEASE IS BASED ON ALL REQUIREMENTS BEING MET, INCLUDING ANY REQUIRED INFORMATION NOT SPECIFICALLY ADDRESSED DURING THIS REVIEW OR SHOWN ON THESE PLANS AND UNLESS SPECIFICALLY NOTED, SHALL IN NO WAY RELIEVE OR LESSEN CONFORMANCE TO THESE REQUIREMENTS. PLEASE CONTACT THE CITY'S CONSTRUCTION INSPECTION MANAGER, TOM CLARK, AT (817) 907-7119 AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION.
EROSION CONTROL & VEGETATION NOTES
1. Every soil disturbing activity shall have an accompanying Erosion Control Plan (ECP), and either Construction Site Notice (CSN) for those activities disturbing more than 1 but less than 5 acres, or Notice of Intent (NOI) for those activities disturbing 5 or more acres including those activities less than 5 acres, but are part of a common plan of development totalling 5 or more acres. A copy of the appropriate CSN or NOI shall be provided to the City.
2. The CSN or NOI shall be posted in a location viewable to the public until construction is complete and Notice of Termination (NOT) submitted. The Storm Water Pollution Prevention Plan (SW3P) shall be readily available for review by Federal, State, or local officials.
3. No soil disturbing activities will occur prior to the SW3P, ECP, and associated Best Management Practices (BMP) being fully implemented. A copy of the SW3P shall be provided to the City prior to the start of construction.
4. The contractor shall employ measures as necessary to prevent dirt, mud, debris from being tracked off site.
Any dirt, mud, debris tracked offsite shall be cleaned up by the contractor immediately.
5. The site shall be reviewed by the operator or his representative weekly, and after any major storm.
Adjustments/repairs to the erosion control measure will be made as needed.
6. A completed NOT shall be submitted to the State and a copy of this NOT shall be provided to the City prior to final acceptance.
GENERAL CONSTRUCTION NOTES
1. The contractor shall contact the City's Construction Inspection Manager at 817-907-7119 at least 48 hours prior to beginning construction.
2. All construction, materials and workmanship shall conform to Standard Specifications for Public Works Construction, North Central Texas Council of Governments (NCTCOG Standard Specifications) Fourth Edition unless otherwise noted.
3. The Contractor shall provide temporary drainage measures during construction.
4. Bracing of utility poles may be required by utility companies when trenching or excavation is in close proximity to the poles. The cost of bracing poles will borne by the Contractor. There is no separate pay item for this work. The cost shall be considered incidental work.
5. The locations, elevations and dimensions of existing utilities shown on the plans were obtained from Dig Tess and/or available utility company records and plans and are considered approximate.
It shall be the Contractor's responsibility to verify locations, elevations, and dimensions of adjacent and/or conflicting utilities sufficiently in advance of construction in order that adjustments can be made to provide adequate clearances. The Contractor shall preserve and protect public utilities at all times during construction. Any damage to utilities resulting from Contractor's operations shall be restored at the Contractor's expenses. The City shall be notified when proposed facility grades conflict with existing utility grades.
6. The Contractor shall immediately repair or replace any physical damage to private property, including, but not limited to fences, walls, pavement, grass, trees, planters and lawn sprinkler and irrigation systems at no cost to the owner. This work shall be subsidiary to the contract, unless otherwise noted, and is not a separate pay item.
7. The Contractor shall cut and plug all irrigation systems located within the easements prior to construction. After construction is complete, the Contractor shall reconnect the systems to original or better condition, at no cost to the owner. All work shall be completed by an irrigator licensed in the State of Texas.
8. The. Contractor shall remove surplus material from the project area. This work shall be subsidiary to the contract and is not a separate pay item. Surplus material shall be properly disposed of.
9. The Contractor shall sawcut, remove and dispose of existing pavements, curb and gutter, inlets, driveways and sidewalks. Disposal shall be offsite and in a lawful manner.
10. The Contractor shall vegetate all areas disturbed by construction. The Contractor shall provide whatever measures are needed, including temporary irrigation and mowing, to ensure establishment of grass. Unless otherwise noted, private lawn areas and parkways in front of private lawn areas disturbed by construction shall be replaced with block sod of a similar grass to that existing. Contractor to water and establish vegetation twice a day for a period of 4 weeks or until grass is established as determined by the City. Work shall be in accordance with NCTCOG Item 202.
11. The Contractor shall protect all trees in the project area and temporary easements during construction. No tree shall be removed unless marked and approved for removal by the City.
12. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots along the route of the project. All such measures shall be considered incidental work. Contractor shall inspect the work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The City shall be notified at least 24 hours prior to any tree trimming work. Nothing shall be stored over the tree root system within the drip line limits of any tree. The Contractor shall employ a qualified landscaper for all work required for tree care to ensure utilization of the best agricultural practices and procedures.
13. All fences to remain unless otherwise noted.
14. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, etc. not shown to be abandoned, must be adjusted to finished grade by the contractor. All utility location and grade adjustment are subsidiary except for those included in the pay items.
GENERAL NOTES FOR TRAFFIC CONTROL
1. Any deviation from Traffic Control Plan to be approved by City Traffic Engineer prior to any closure.
2. The temporary traffic control measures shown on these plans are to be considered a minimum.
Additional measures shall be furnished when necessary for traffic safety and to meet the latest Texas MUTCD (TMUTCD).
3. When the normal function of the roadway is suspended through closure of any portion of the right-of-way, temporary construction work zone traffic control devices shall be installed to effectively guide the motoring public through the area. Consideration for road user safety, worker safety, and the efficiency of road user flow shall be an integral element of every traffic control zone. All traffic control devices shall be in accordance with the latest TMUTCD.
4. The contractor shall be responsible for maintaining all traffic control devices on an around-the-clock basis, whether or not work is active. Any deficiencies shall be corrected by the contractor immediately, regardless of time of day.
5. Lane closures will not be permitted on arterial roadways before 9:00 am or after 3:00 pm.
Violations may result in suspension of all work at the job site for a minimum of 48-hours.
6. All temporary traffic control devices shall be removed as soon as practical when they are no longer needed. When work is suspended for short periods of time at the end of the workday, temporary traffic control devices that are no longer appropriate shall be removed or covered. The first violation of this provision will result in a verbal warning to the construction foreman.
Subsequent violations will result in suspension of all work at the job site for a minimum of 48-hours.
BACKFILL NOTE
1. All trench backfill shall be placed in maximum 8-inch loose lifts and be mechanically compacted.
Density testing shall be in accordance with NCTCOG as a minimum and as directed by the City.
The NCTCOG minimum for density testing is once per 300-feet per 1-foot of compacted depth.
(NCTCOG Item 504.5.3.2)
SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
2GENERAL NOTES AND SHEET INDEX
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PLOT SCALE: 1:21:2
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AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
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REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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SHEET INDEX
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SHEET NO.
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DESCRIPTION
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COVER AND LOCATION MAP
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GENERAL NOTES AND SHEET INDEX
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GATEWAY LIFT STATION SITE PLAN
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GATEWAY LIFT STATION PHOTO SITE PLAN
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GATEWAY LIFT STATION AERIAL VIEW
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GATEWAY LIFT STATION REMOVAL PLAN
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GATEWAY LIFT STATION BYPASS PUMPING PLAN
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GATEWAY LIFT STATION BYPASS PUMPING TRAFFIC FLOW
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GATEWAY LIFT STATION PROPOSED SITE PLAN
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GATEWAY LIFT STATION PROPOSED WET WELL CHANGES
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SERVICE CENTER LIFT STATION SITE PLAN
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SERVICE CENTER LIFT STATION CAMERA SITE PLAN
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SERVICE CENTER LIFT STATION AERIAL VIEW
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SERVICE CENTER LIFT STATION EXISTING CONTOURS
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SERVICE CENTER LIFT STATION PROPOSED CONTOURS
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SERVICE CENTER LIFT STATION PROPOSED DRIVE PLAN - PROFILE
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SERVICE CENTER ROAD X-SECTIONS
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SERVICE CENTER LIFT STATION PROPOSED WET WELL
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MOCKINGBIRD LIFT STATION AERIAL VIEW
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MOCKINGBIRD LIFT STATION PROPOSED SITE PLAN
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FENCE DETAILS
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MISCELLANEOUS DETAILS
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SHEET INDEX
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SHEET NO.
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DESCRIPTION
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ELECTRICAL GENERAL NOTES
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ELECTRICAL DEMOLITION PLAN - GATEWAY LIFT STATION
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ELECTRICAL SITE PLAN - GATEWAY LIFT STATION
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ELECTRICAL ONE LINE DIAGRAM - GATEWAY LIFT STATION
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ELECTRICAL SCHEDULES - GATEWAY LIFT STATION
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ELECTRICAL CONTROL SCHEMATICS - GATEWAY LIFT STATION
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ELECTRICAL SCADA SCHEDULE - GATEWAY LIFT STATION
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ELECTRICAL CONTROL BLOCK DIAGRAM - GATEWAY LIFT STATION
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ELECTRICAL EQUIPMENT RACK SECTION - GATEWAY LIFT STATION
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ELECTRICAL DEMOLITION PLAN - SERVICE CENTER LIFT STATION
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ELECTRICAL SITE PLAN - SERVICE CENTER LIFT STATION
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ELECTRICAL SCHEDULES - SERVICE CENTER LIFT STATION
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ELECTRICAL SCADA SCHEDULE - SERVICE CENTER LIFT STATION
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ELECTRICAL CONTROL BLOCK DIAGRAM - SERVICE CENTER LIFT STATION
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ELECTRICAL EUIPMENT RANK SECTION - SERVICE CENTER LIFT STATION
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ELECTRICAL DETAILS I
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ELECTRICAL DETAILS II
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ELECTRICAL DETAILS III
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6" F.M
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8" W
SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
3GATEWAY LIFT STATION SITE PLAN
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CHAIN LINK FENCE
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INLET
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SAN. SEW MANHOLE
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CONC. ROAD
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BURLESON BLVD ROAD
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FIRE HYDRANT
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VAULT
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VAULT
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PANCHO'S LIFT STATION
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16" CEDAR
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8" TREE
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16" TREE
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10" TREE
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12" TREE
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22" TREE
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BUILDING
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BUSH
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LANDSCAPE EDGING
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GATEWAY LIFT STATION
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LANDSCAPE EDGING
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CONTROL PANELS
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REVISED: 12/8/25 - JYORK12/8/25 - JYORK - JYORKJYORK
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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HORIZONTAL SCALE IN FEET
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6" F.M
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6" F.M.
6" S.S.
8" W
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SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
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INLET
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VAULT
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VAULT
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PANCHO'S LIFT STATION
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BUILDING
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REVISED: 12/8/25 - JYORK12/8/25 - JYORK - JYORKJYORK
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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SHEET NO.
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
5GATEWAY LIFT STATION AERIAL VIEW
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GATEWAY LIFT STATION
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IH-35
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BURLESON BLVD
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CHICK-FIL A
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EL FENIX
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JC PENNY
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COTTON PATCH
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-GATEWAY LIFT STATION AERIAL VIEW.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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8" S.S.
8" S.S.
8" S.S.
8" S.S.
8" S.S.
6" F.M
6" F.M.
6" F.M.
6" F.M.
6" S.S.
6" S.S.
8" W
8" W
8" W
8" W
SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
GATEWAY LIFT STATION REMOVAL PLAN 6
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AutoCAD SHX Text G.V.
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SAN. SEW MANHOLE
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16" PINE
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8" PINE
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16" PINE
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10" PINE
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12" PINE
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SIGN
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ANTENNA
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14" CEDAR ELM
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SIGN
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REMOVE AND DISPOSE EXISTING CHAIN LINK FENCE 96 L.F.
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REMOVE AND DISPOSE EXISTING SWING GATE 5 L.F.
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14" OAK
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BUSHES
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BUSHES
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SIGN
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LANDSCAPE EDGING
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REMOVE AND DISPOSE 11 EA. BUSHES
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REMOVE AND DISPOSE 5 L.F. LANDSCAPE EDGING
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CONC. PARKING LOT
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CONCRETE DRIVE
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WET WELL
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WET WELL
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VALVE VAULT
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RELOCATE 2 IRRIGATION SPRINKLER HEADS AND IRRIGATION LINE
AutoCAD SHX Text REMOVE AND DISPOSE 3.5 S.Y. CONCRETE CURB AND GUTTER INCLUDING 19 L.F. CONC. FULL SAW CUT
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RELOCATE 2 IRRIGATION SPRINKLER HEADS AND IRRIGATION LINE
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EXISTING ELECTRICAL EQUIPMENT TO REMAIN AND BE MODIFIED
AutoCAD SHX Text NOTE: 1. CONTRACTOR TO MAINTAIN SITE SECURITY THROUGHOUT CONTRACTOR TO MAINTAIN SITE SECURITY THROUGHOUT CONSTRUCTION AFTER COMMENCING FENCE REMOVAL. 2. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. ALL DAMAGE TO SYSTEM SHALL BE REPAIRED BY A LICENSED IRRIGATOR, LICENSES IN THE STATE OF TEXAS AT CONTRACTORS EXPENSE. CONTRACTOR SHALL TEST OUT IRRIGATION SYSTEM PRIOR TO CONSTRUCTION IN PRESENTS OF OWNER AND RECORD CONDITION OF SYSTEM. 3. CONTRACTOR SHALL RELOCATE SPRINKLER HEADS, VALVE AND CONTRACTOR SHALL RELOCATE SPRINKLER HEADS, VALVE AND IRRIGATION SUPPLY LINE AS REQUIRED TO CONSTRUCT MOW STRIP. USE HUNTER IRRIGATION PRODUCTS ONLY. 4. CITY SHALL HAVE FIRST REFUSAL OF REMOVED EQUIPMENT. CITY SHALL HAVE FIRST REFUSAL OF REMOVED EQUIPMENT. CONTRACTOR SHALL DISPOSE OF REMAINING EQUIPMENT.
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12" CEDAR ELM
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14" CEDAR ELM
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VENT
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VENT
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CONCRETE DRIVE
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IRRIGATION CONTROL VALVES AND IRRIGATION LINE SHALL BE PROTECTED
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LIFTING LUGS (TYP.)
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BYPASS VALVE
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-GATEWAY REMOVAL PLAN.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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8" S.S.
8" S.S.
8" S.S.
8" S.S.
8" S.S.
8" S.S.
6" F.M
6" F.M
6" F.M.
6" F.M.
6" F.M.
6" S.S.
6" S.S.
6" S.S.
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
GATEWAY LIFT STATION BYPASS PUMPING PLAN 7
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INLET
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SAN. SEW MANHOLE
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CONC. ROAD
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16" PINE
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SIGN
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SIGN
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ANTENNA
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14" CEDAR ELM
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SIGN
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14" OAK
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SIGN
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CONC. PARKING LOT
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CONCRETE DRIVE
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WET WELL
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WET WELL
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VALVE VAULT
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12" CEDAR ELM
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VENT
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VENT
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EXIT TO SHOPPING CENTER
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LIFTING LUGS (TYP.)
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BYPASS VALVE
AutoCAD SHX Text CONSTRUCT 5' DIA. BYPASS SAN. SEW. MANHOLE CORE PIPE TOP TO ACCESS. F.L. 8" 703.76±
AutoCAD SHX Text CONSTRUCT 5' DIA. BYPASS SAN. SEW. MANHOLE CORE PIPE TOP TO ACCESS. F.L. 8" 698.36±
AutoCAD SHX Text BY-PASS PUMP UNITS FURNISH & INSTALL: 2-SKID MOUNTED PUMPS 0.50 MGD CAPACITY EACH
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37' MIN. MAINTAIN TWO-WAY TRAFFIC
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FURNISH AND INSTALL: 154 L.F. TEMP. CONSTRUCTION FENCE
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FURNISH AND INSTALL: 30 L.F. TEMPORARY 8" HDPE PIPE ABOVE GROUND
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FURNISH AND INSTALL: 12 L.F. TEMPORARY 8" HDPE PIPE ABOVE GROUND
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FURNISH AND INSTALL: 12 L.F. TEMPORARY 8" HDPE FORCE MAIN PIPE ABOVE GROUND
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CONNECT TEMPORARY 8" HDPE PIPE TO EXISTING BYPASS VALVE
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18.5' WORK ZONE
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AutoCAD SHX Text 8'
AutoCAD SHX Text 10'
AutoCAD SHX Text 14'
AutoCAD SHX Text REMOVE AND REPLACE: 10 S.Y. CONCRETE PAVEMENT AND MONOLITHIC CURB PAINT NEW CURB RED MONO CURB CITY OF BURLESON DETAIL SHEET P-14
AutoCAD SHX Text 26 L.F. CONTRACTOR SHALL CHISEL 1"x1" KEY WAY IN EXISTING CONCRETE PAVEMENT FOR LOAD TRANSFER DEVICE
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FURNISH AND INSTALL TEMPORARY PLUG
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FURNISH AND INSTALL TEMPORARY PLUG
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CLOSE DISCHARGE VALVES FOR BY PASS PUMPING
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-GATEWAY BYPASS PUMPING PLAN.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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HORIZONTAL SCALE IN FEET
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SEE DETAIL ON SHEET 22
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CONSTRUCT M.H. OVER EXISTING SAN. SEW. LINE. CORE EX. PIPE TOP TO ACCESS.
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CONCRETE MANHOLE FOR BYPASS PUMPING ACCESS
AutoCAD SHX Text 5'
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#3 DEFORMED BARS ON 18" CENTERS
AutoCAD SHX Text 8-INCH REINFORCED CONCRETE PAVEMENT AND MONOLITHIC CURB (SEE DRIVEWAY DETAIL SHEET)
AutoCAD SHX Text EXISTING CONCRETE CONTRACTOR TO CHISEL 1"x1" KEYWAY
BACKFILL 600 PSI FLOWABLE FILL
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
GATEWAY LIFT STATION BYPASS PUMPING TRAFFIC FLOW 8
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LT.P.
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LT.P.
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LT.P.
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LT.P.
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-GATEWAY BYPASS PUMPING PLAN.dwg
AutoCAD SHX Text
PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
AutoCAD SHX Text 14'
AutoCAD SHX Text 30'
AutoCAD SHX Text 29'
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ENTER SHOPPING CENTER
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EXIT SHOPPING CENTER
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BURLESON BLVD.
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IH-35
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TWO WAY PARKING LOT ENTRANCE
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LEGEND TRAFFIC FLOW
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HORIZONTAL SCALE IN FEET
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LIFT STATION
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TEMPORARY CONSTRUCTION ZONE
SPEED HUMP
8" S.S.
8" S.S.
8" S.S.
8" S.S.
8" S.S.
6" F.M
6" F.M.
6" F.M.
6" F.M.
6" S.S.
6" S.S.
SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
9GATEWAY LIFT STATION PROPOSED SITE PLAN
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12" CEDAR ELM
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2' MOW STRIP
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30.0 L.F. 5 - FULL PANELS (6.0')
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26.2 L.F. 4 - FULL PANELS (6.0') 1 - CUT SECTION (2.2')
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28.95 L.F. 4 - FULL PANELS (6.0') 1 - CUT SECTION (4.95')
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4.0 L.F. 1 - CUT SECTION (4.0')
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5.0 L.F. 1 - CUT SECTION (5.0')
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4.6 L.F. 1 - CUT SECTION (4.6')
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6.0 L.F. 1 - FULL PANEL (6.0')
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SAN. SEW MANHOLE
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16" PINE
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8" PINE
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16" PINE
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10" PINE
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12" PINE
AutoCAD SHX Text U.P.
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SIGN
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ANTENNA
AutoCAD SHX Text I.C.V.
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14" CEDAR ELM
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SIGN
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14"OAK
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BUSHES
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BUSHES
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LANDSCAPE EDGING
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CONC. PARKING LOT
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CONCRETE DRIVE
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WET WELL
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WET WELL
AutoCAD SHX Text NOTE: 1. CONTRACTOR TO MAINTAIN SITE SECURITY THROUGHOUT CONTRACTOR TO MAINTAIN SITE SECURITY THROUGHOUT CONSTRUCTION AFTER COMMENCING FENCE REMOVAL. 2. CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. ALL CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM. ALL DAMAGE TO SYSTEM SHALL BE REPAIRED BY A LICENSED IRRIGATOR, LICENSES IN THE STATE OF TEXAS AT CONTRACTORS EXPENSE. CONTRACTOR SHALL TEST OUT IRRIGATION SYSTEM PRIOR TO CONSTRUCTION IN PRESENTS OF OWNER AND RECORD CONDITION OF SYSTEM. 3. CONTRACTOR SHALL RELOCATE SPRINKLER HEADS, VALVE AND CONTRACTOR SHALL RELOCATE SPRINKLER HEADS, VALVE AND IRRIGATION SUPPLY LINE AS REQUIRED TO CONSTRUCT MOW STRIP. USE HUNTER IRRIGATION PRODUCTS ONLY.
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14" CEDAR ELM
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VENT
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VENT
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CONCRETE DRIVE
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LIFTING LUGS (TYP.)
AutoCAD SHX Text 12'
AutoCAD SHX Text 2.2'
AutoCAD SHX Text 4.95'
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BYPASS VALVE
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ELECTRIC RACK
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FURNISH & INSTALL ORNAMENTAL SWING GATE (TWO 6-FOOT PANELS)
AutoCAD SHX Text FURNISH & INSTALL: 104.75 L.F. 8 FT TALL ORNAMENTAL FENCE INCLUDING CONCRETE FENCE MOWSTRIP SEE DETAIL, SHEET 2121
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EXISTING AND PROPOSED ELECTRICAL PANEL AND FOUNDATION SEE SHEET NO. 3131
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FURNISH & INSTALL 22 S.Y. 8" REINF. CONC. DRIVEWAY
AutoCAD SHX Text FURNISH & INSTALL 4.5 FT x 3.5 FT. SAFETY GRATE
AutoCAD SHX Text FURNISH & INSTALL 3.4 FT x 2.6 FT. SAFETY GRATE
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PROPOSED 5' DIA. SAN. SEW. MANHOLE SEE SHEET 77
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PROPOSED 5' DIA. BYPASS SAN. SEW. MANHOLE WITH PVMT. REPLACEMENT SEE SHEET 77
AutoCAD SHX Text 20 L.F. CONTRACTOR SHALL CHISEL 1"x1" KEY WAY IN EXISTING CONCRETE PAVEMENT FOR LOAD TRANSFER DEVICE
AutoCAD SHX Text FURNISH & INSTALL 3.5 FT x 3.5 FT. SAFETY GRATE
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FURNISH & INSTALL: REFLEX EXPANSION JOINT MATERIAL
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FURNISH & INSTALL HOLLEY BUSHES 11 EA.
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-GATEWAY PROPOSED FENCE PLAN.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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A
B
C
A
B
C
D
H
E
B
B
H
E
B
G
A
B
CBE
HG
F
I
J
J J
K
K
K K
K
K
K
K
K
SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
10GATEWAY LIFT STATION PROPOSED WET WELL CHANGES
A B C D E F G H
I
J
K
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EX. 4" STAINLESS STEEL VENT PIPE
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8" INFLUENT PIPE F.L. 703.71
AutoCAD SHX Text 8' I.D.
AutoCAD SHX Text 4"
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NOT TO SCALE
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%%UTYPICAL CABLE SUPPORT
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REMOVE AND REPLACE WET WELL PUMPS WITH FLYGT PUMP NP3102 MT3 OR EQUAL
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6" DISCHARGE PIPE F.L. 704.50
AutoCAD SHX Text 14.95'
AutoCAD SHX Text FURNISH & INSTALL 3.4 FT x 2.6 FT. SAFETY GRATE FIELD VERIFY SIZE
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HILTI "HVA" SERIES STAINLESS STEEL ANCHOR W/"HFA" THREADED INSERT
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3/8" OPEN-EYE316 STAINLESS STEEL SUPPORT
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HEAVY DUTY 316SS KELLEMS CABLE GRIPS
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WET WELL SECTION A-A
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VALVE VAULT SECTION
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TO ELECTRICAL PANEL
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AutoCAD SHX Text A
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AutoCAD SHX Text DEWATER, CLEAN, AND COAT WALLS, FLOORS AND CEILING OF REINF. CONCRETE WET WELL 1129 S.F. OF WALL
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GATEWAY LIFT STATION
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8" INFLUENT PIPE F.L. 698.33
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8" PVC PIPE
AutoCAD SHX Text 8' I.D.
AutoCAD SHX Text FURNISH & INSTALL 4.5 FT x 3.5 FT. SAFETY GRATE FIELD VERIFY SIZE
AutoCAD SHX Text 8' I.D.
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OVERFLOW WET WELL SECTION
AutoCAD SHX Text 10.85'
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WET WELL SECTION B-B
AutoCAD SHX Text F.L. 698.94
AutoCAD SHX Text F.L. 698.88
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TOP EL. 709.73
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TOP EL. 709.73
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TOP EL. 709.73
AutoCAD SHX Text 6.55'
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TOP EL. 709.80
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WET WELL
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OVERFLOW WET WELL
AutoCAD SHX Text 4'x4' VALVE VAULT
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WET WELL
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OVERFLOW WET WELL
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WET WELL
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VALVE VAULT
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EL. 694.78
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EL. 694.78
AutoCAD SHX Text DEWATER, CLEAN, AND COAT WALLS, FLOOR AND CEILING OF REINF. CONCRETE OVERFLOW WET WELL 922 S.F.
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TOP EL. 703.25
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8" INFLUENT IN
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8" INFLUENT IN
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AutoCAD SHX Text NOTE: 1. CONTRACTOR TO FURNISH AND INSTALL CONTRACTOR TO FURNISH AND INSTALL REPLACEMENT KELLEMS PULLING GRIPS. 2. CONTRACTOR SHALL CONFIRM HATCH SIZE PRIOR TO CONTRACTOR SHALL CONFIRM HATCH SIZE PRIOR TO ORDERING SAFETY GRATES. 3. CONTRACTOR TO LINE WET WELLS WITH CHESTERTON CONTRACTOR TO LINE WET WELLS WITH CHESTERTON ARC 791 FOLLOWING MANUFACTURERS REQUIREMENTS FOR PREPARATION AND APPLICATION. UTILIZE: ARC 797 PRIMER ARC 791 TOP COAT 4. COUPLING SHALL BE EPOXY COATED WITH SS304 COUPLING SHALL BE EPOXY COATED WITH SS304 BOLT HARDWARE. 5. ALL PIPE SADDLE SUPPORT BASE PLATES SHALL BE ALL PIPE SADDLE SUPPORT BASE PLATES SHALL BE ATTACHED WITH STAINLESS STEEL ANCHORS. 6. CONTRACTOR SHALL REPLACE EXISTING FLOATS AND CONTRACTOR SHALL REPLACE EXISTING FLOATS AND LEVEL SYSTEM WITH NEW FLOATS AND NEW RADAR LEVEL TRANSMITTER.
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REMOVE & REPLACE 6 INCH PIPING, FITTINGS AND VALVES FOR EACH PUMP
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REMOVE & REPLACE 6 INCH PIPING, FITTINGS AND VALVES FOR EACH PUMP
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REMOVE & REPLACE PUMP RAILS (TWO SETS)
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6" FORCE MAIN
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PROPOSED RADAR LEVEL TRANSMITTER SEE SHEET 42
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-GATEWAY PROP. WET WELL.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
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REVISED: 12/8/25 - JYORK12/8/25 - JYORK - JYORKJYORK
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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DIP
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FLG.
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6" 90 DEG. BEND (PART OF PUMP UNIT)
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6" PIPE SPOOL
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FLG.
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6" 90 DEG. LONG RADIUS BEND
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FLG.
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6" 90 DEG. SHORT RADIUS BEND
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PUMP RAIL
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FLG.
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LABEL
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PIPE
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JOINT
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DESCRIPTION
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PIPING LEGEND
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6" R.S. GATE VALVE
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FLG.
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6" BALL CHECK VALVE
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DIP
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FLG.
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WALL SLEEVE WITH LINK SEAL
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DIP
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FULLY RESTRAINED FLANGED COULING ADAPTOR (SMITH BLAIR 911 OR EQUAL)
STANDON MODEL C92 WALL SUPPORT (SPACED A MAX. OF 5'-0") WELDED 2 PIECE ASSEMBLY
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SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
11SERVICE CENTER LIFT STATION SITE PLAN
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STM. SEW. MANHOLE
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CONC. ROAD
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CONC. BRICK WALL
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GRAVEL
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SIGN
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SERVICE CENTER LIFT STATION
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CONCRETE PARKING LOT
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CITY SERVICE CENTER
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CONSTRUCT 226 S.Y. 8-INCH REINFORCED CONCRETE DRIVE (SEE SHEET 16) 16) )
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ANTENNA
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WET WELL
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6" PIPE VENT
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LIFTING LUGS (TYP.)
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BYPASS VALVE
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ELEC. BOX'S
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REMOVE EXISTING ELECTRICAL EQUIPMENT
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CONC. BRICK WALL
AutoCAD SHX Text FURNISH & INSTALL 3.5 FT x 6.5 FT. SAFETY GRATE FIELD VERIFY SIZE
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PROPOSED 4-INCH REINFORCED CONCRETE PAD (SEE SHEET 16)16))
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PROPOSED ELECTRICAL PANEL, FOUNDATION AND CANOPY SEE SHEET 3333
AutoCAD SHX Text FURNISH & INSTALL: REFLEX EXPANSION JOINT MATERIAL BETWEEN 4" CONC. PAD AND EXIST. WET WELL AND PROP. VALVE VAULTS
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FINISHED ELEV. 747.4
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PROPOSED BOLLARDS (SEE SHEET 16)16))
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PROPOSED RAISED VALVE VAULT TOPS (SEE SHEET 16)16))
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-SERVICE CENTER LIFT STATION SITE PLAN.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
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REVISED: 12/8/25 - CGALLIMORE12/8/25 - CGALLIMORE - CGALLIMORECGALLIMORE
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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HORIZONTAL SCALE IN FEET
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HORIZONTAL SCALE IN FEET
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SERVICE CENTER LIFT STATION
NOTES: 1. CONTRACTOR SHALL CONFIRM WET WELL HATCH CONTRACTOR SHALL CONFIRM WET WELL HATCH SIZE PRIOR TO ORDERING SAFETY GRATES. 2. CITY SHALL HAVE FIRST REFUSAL OF REMOVED CITY SHALL HAVE FIRST REFUSAL OF REMOVED EQUIPMENT, CONTRACTOR SHALL DISPOSE OF REMAINING EQUIPMENT. 3. IF PLUGGING MANHOLE FOR WORK WITHIN WET IF PLUGGING MANHOLE FOR WORK WITHIN WET WELL, COORDINATE WITH PUBLIC WORKS TO SCHEDULE.
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SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
PHOTO 1 PHOTO 2
PHOTO 3
PHOTO 4
SERVICE CENTER LIFT STATION CAMERA SITE PLAN
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SERVICE CENTER LIFT STATION
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CONC. ROAD
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CONC. BRICK WALL
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GRAVEL
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SIGN
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CONCRETE PARKING LOT
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AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-SERVICE CENTER CAMERA SITE PLAN.dwg
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PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - JYORK12/8/25 - JYORK - JYORKJYORK
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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SHEET NO.
DECEMBER 2025
BHC
PROJECT NO.
2023-113
CITY OF BURLESON, TEXAS
REHABILITATION OF LIFT STATIONS - GATEWAY, SERVICE CENTER & MOCKINGBIRDBIRKHOFF, HENDRICKS & CARTER, L.L.P.
PROFESSIONAL ENGINEERS
TBPE Firm No. 526; TBPLS Firm No. 10031800
11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900
13SERVICE CENTER LIFT STATION AERIAL VIEW
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SERVICE CENTER LIFT STATION
AutoCAD SHX Text H:\Projects\Burleson\2023113 gateway and service center lift stations\Sheets\2023113-SERVICE CENTER AERIAL VIEW.dwg
AutoCAD SHX Text
PLOT SCALE: 1:21:2
AutoCAD SHX Text PLOT STYLE: 11x17.ctb11x17.ctb
AutoCAD SHX Text PLOTTED BY: COOPER GALLIMORE ON 12/8/2025COOPER GALLIMORE ON 12/8/2025 ON 12/8/202512/8/2025
AutoCAD SHX Text
REVISED: 12/8/25 - JYORK12/8/25 - JYORK - JYORKJYORK
AutoCAD SHX Text These plans and related specifications were prepared for construction of this specific project only. Reuse of these documents is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is converted to an electronic file, if any discrepancy occurs between the electronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases.
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