Flagler_County_-_Multipurpose_-_Site_Plan.pdf
PDF 834 KB Posted
- Solicitation number
- 25-RSQ-079
- Issued by
- Glades County, Brownsville CDP, Florida
About this file
This document is a Water & Sewer Plan (drawing C4.01) for a Flagler County project, designed by Baker Design Build and Meyer Kaufman Architects. The plan depicts a multi-purpose emergency preparedness facility located adjacent to Sawgrass Road, with detailed water and sewer infrastructure layout. The drawing includes comprehensive utility specifications such as sanitary sewer connections, water main routes, cleanout points, and various pipe configurations. The site plan shows a building complex with multiple internal spaces including storage areas, showers, a kitchen, electrical room, and restroom facilities.
The technical drawing provides precise engineering details including pipe diameters, connection points to existing infrastructure, and site grading information. The plan is sealed by a professional engineer (Kyle F. Davis, FL Reg. 63071) and includes a legend detailing standard civil engineering symbols and utility markings. The document appears to be part of a larger set of construction documents, specifically sheet C4.01 out of 22 total sheets, indicating a comprehensive design package for a significant public infrastructure project in Flagler County, Florida.
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Text version
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Water & Sewer Plan
C4.01
SCALE: =
0 10' 20' 40'
1" 20'-0"
DRAWING NO.
FLAGLER COUNTY
DRAWN BY:
NO.
CHECKED BY:
REVISION
JUNE 27, 2025
PREP BY
DATE:
DATE
C O P Y R I G H T 2 0 2 5 R . D E A N S C O T T , A R C H I T E C T , I N C .
A L L R I G H T S R E S E R V E D .
T H E S E D R A W I N G S & S P E C I F I C A T I O N S A R E I N S T R U M E N T S O F S E R V I C E A N D S H A L L R E M A I N P R O P E R T Y O F R . D E A N S C O T T , A R C H I T E C T , I N C .
A N D S H A L L N O T B E U S E D F O R A N Y O T H E R P R O J E C T O R F O R A N E X T E N S I O N O F T H I S P R O J E C T W I T H O U T E X P R E S S W R I T T E N C O N S E N T O F R . D E A N S C O T T , A R C H I T E C T , I N C .
___ OF 22 C SHEETS
BUNNELL, FLORIDA 32110
RDSA PROJECT NO. D-25-04BDB BDB
MULTIPURPOSE EMERGENCY PREPAREDNESS FACILITY
150 SAWGRASS ROAD
Kyle F. Davis, P.E.
FL Reg. 63071
219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202 p 904 356 8520 f 904 559 2678 bakerdesign.build
C.A No. 32489
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GEN
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HYDRO TANK
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SAWGRASS ROAD
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SAWGRASS ROAD
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12" X 18" RCP
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18" CMP
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18' CMP
AutoCAD SHX Text 28.60
AutoCAD SHX Text 28.95
AutoCAD SHX Text 28.88
AutoCAD SHX Text 29.38
AutoCAD SHX Text 28.88
AutoCAD SHX Text 29.38
AutoCAD SHX Text 28.58
AutoCAD SHX Text 28.88
AutoCAD SHX Text 29.00
AutoCAD SHX Text 29.07
AutoCAD SHX Text 29.48
AutoCAD SHX Text 28.88
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AutoCAD SHX Text 28.38
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AutoCAD SHX Text 28.40
AutoCAD SHX Text 28.90
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AutoCAD SHX Text 28.10
AutoCAD SHX Text 28.60
AutoCAD SHX Text 28.10
AutoCAD SHX Text 28.60
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AutoCAD SHX Text 28.90
AutoCAD SHX Text 29.00
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AutoCAD SHX Text 29.25
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AutoCAD SHX Text 28.25
AutoCAD SHX Text 28.75
AutoCAD SHX Text 28.23
AutoCAD SHX Text 29.00
AutoCAD SHX Text 29.48
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AutoCAD SHX Text 28.88
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AutoCAD SHX Text 29.25
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AutoCAD SHX Text 28.84
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AutoCAD SHX Text 28.84
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AutoCAD SHX Text 28.44
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EXISTING FIRE HYDRANT
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EXISTING 8" WATER MAIN
AutoCAD SHX Text CONNECT TO EXISTING 8" WATER MAIN 8" X 3" TAPPING SLEEVE 3" GATE VALVE 3" RPZ BACKFLOW PREVENTOR
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6" PVC FIRE (DR-8)
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PROPOSED 1,500 GALLON GREASE TRAP TOP ELEV = 00.00 INV ELEV = 00.00
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21 LF OF 6" PVC FM (DR-18)
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MADE IN U.S.A.
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MADE IN U.S.A.
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PRIVATE LIFT STATION TOP ELEV = 00.00 INV ELEV = 00.00 SEE DETAIL SHEET CD4.10
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4" PVC, 45° BENDS
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500+/- LF OF 4" PVC FORCEMAIN
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EXISTING 8" WATER MAIN
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3" PVC, 90° BENDS
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4" PVC FM (DR-18)
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6" PVC, 90° BENDS
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6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00
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6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00
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6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00
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6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00
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6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00
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6" PVC SS (DR-18)
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3"X1 1/2" PVC TEE 1 1/2" GATE VALVE
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1 " PVC, 90 BEND12" PVC, 90° BEND
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1 " PVC TEE 12" PVC TEE 1 " GATE VALVE 12" GATE VALVE 34" HOSE BIB (TYP)
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1 " PVC 90 BEND 12" PVC 90° BEND1 " GATE VALVE 12" GATE VALVE 34" HOSE BIB
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8" PVC SS (DR-18)
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6" PVC, 45° BEND
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3" PVC, 45° BENDS
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3" PVC, 90° BEND
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1 " PVC WATER MAIN 12" PVC WATER MAIN (DR-18)
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%%ULEGEND
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GATE VALVE
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SERVICE W/METER BOX
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REDUCER
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90%%D BEND
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45%%D BEND
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22 1/2%%D BEND
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11 1/4%%D BEND
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TEE
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END CAP
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SAMPLE POINT
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FIRE HYDRANT
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SAN. SEWER MANHOLE
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PUMP OUT BOX
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METER BOX
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REDUCED PRESSURE BACKFLOW PREVENTER
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SANITARY SEWER MAIN
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WATER MAIN
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FORCE MAIN
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MADE IN U.S.A.
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MADE IN U.S.A.
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LIFT STATION
AutoCAD SHX Text GENERAL UTILITY NOTES: 1. WATER MAINS SHALL BE (DR18) UNLESS SPECIFIED OTHERWISE ON THESE PLANS. WATER MAINS SHALL BE (DR18) UNLESS SPECIFIED OTHERWISE ON THESE PLANS. 2. MINIMUM DEPTH OF WATER MAIN AND SERVICE CONNECTIONS SHALL BE NO LESS MINIMUM DEPTH OF WATER MAIN AND SERVICE CONNECTIONS SHALL BE NO LESS THAN 30" INCHES AND NO LESS THAN 36" WITHIN A PAVED AREA. 3. MAINTAIN A HORIZONTAL CLEARANCE OF TEN FEET (10') BETWEEN WATER MAIN MAINTAIN A HORIZONTAL CLEARANCE OF TEN FEET (10') BETWEEN WATER MAIN AND SANITARY SEWER SERVICE. 4. MAINTAIN A VERTICAL CLEARANCE OF ONE FOOT (12") BETWEEN WATER MAIN MAINTAIN A VERTICAL CLEARANCE OF ONE FOOT (12") BETWEEN WATER MAIN AND SANITARY SEWER SERVICE. 5. ALL SANITARY SEWER PIPE SHALL BE (SDR26) UNLESS SPECIFIED OTHERWISE ON ALL SANITARY SEWER PIPE SHALL BE (SDR26) UNLESS SPECIFIED OTHERWISE ON THESE PLANS. 6. SANITARY SEWER CLEANOUTS SHALL BE SIX (6") INCHES UNLESS OTHERWISE SANITARY SEWER CLEANOUTS SHALL BE SIX (6") INCHES UNLESS OTHERWISE NOTED ON PLANS.
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