Flagler_County_-_Multipurpose_-_Site_Plan.pdf

834 KB Posted

Attached to
Construction Engineering Inspection Services for Design Build projects
Solicitation number
25-RSQ-079
Issued by
Glades County, Brownsville CDP, Florida

About this file

Written by GovTribe AI ·

This is a Water & Sewer Plan site plan document prepared by R. Dean Scott, Architect, Inc. for Flagler County's Multipurpose Emergency Preparedness Facility located at 150 Sawgrass Road in Bunnell, Florida. The plan, dated June 27, 2025 (Drawing No. C4.01), details the water and sanitary sewer infrastructure for a 15,000 square foot Category 5 hurricane-capable community storm shelter facility. The design includes connections to existing 8-inch water mains via tapping sleeves with backflow preventors, a proposed 1,500-gallon grease trap, a private lift station with approximately 500 linear feet of 4-inch PVC force main, multiple 6-inch sanitary sewer cleanouts, and comprehensive water distribution with both 1.5-inch and 12-inch PVC water mains serving interior facilities including kitchen, showers, women's restroom, mechanical and electrical rooms, data vestibule, and multiple storage areas. The plan specifies utility pipe materials including DR-18 PVC for water mains and SDR-26 PVC for sanitary sewer pipes, with minimum burial depths of 30 inches standard and 36 inches in paved areas, and maintains required 10-foot horizontal and 1-foot vertical clearances between water and sewer lines.

The technical specifications establish General Utility Notes requiring all water mains to be DR-18 grade unless otherwise noted, sanitary sewer cleanouts to be 6-inch diameter, and all work to comply with Flagler County standards. The plan includes a legend identifying gate valves, service meters, reducers, various bend angles, tees, end caps, sample points, fire hydrants, sanitary sewer manholes, pump-out boxes, and lift stations. No pricing information, set-asides, renewal options, or contract terms are contained within this site plan document, as it functions solely as technical infrastructure design documentation for the emergency preparedness facility project.

View the file

Other files

File Type Posted
Construction_Engineering_Inspection_Services_for_Design_Build_projects_(Addendum_#4_Revision).pdf PDF
Question_&_Answer_Report_.pdf PDF
Flagler_County_-_Multipurpose_-_Site_Plan.pdf PDF
Flagler_County_-_Multipurpose_-_Building_Layout.pdf PDF
Construction_Engineering_Inspection_Services_for_Design_Build_projects_(Addendum_#1_Revision).pdf PDF
CEI_Services_Design_Build_Bid_Docs.pdf PDF
A_-_SAMPLE_PROFESSIONAL_SERVICES_AGREEMENT.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ST

OR

AG

E 3

M

EC

HA

NI

CA

L

ST

OR

AG

E 2

W

OM

EN

'S

RE

ST

RO

OM

ST

OR

AG

E 1

SH

OW

ER

SH

OW

ER

SH

OW

ER

SH

OW

ER

SH

OW

ER

KI

TC

HE

N

EL

EC

TR

IC

AL

DA

TA

VE

ST

IB

UL

E

PA

NE

L

ST

OR

AG

E

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

AutoCAD SHX Text

GEN

AutoCAD SHX Text

HYDRO TANK

AutoCAD SHX Text

SAWGRASS ROAD

AutoCAD SHX Text

SAWGRASS ROAD

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

12" X 18" RCP

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text

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

AutoCAD SHX Text 28.88

AutoCAD SHX Text 28.38

AutoCAD SHX Text 29.00

AutoCAD SHX Text 28.40

AutoCAD SHX Text 28.90

AutoCAD SHX Text 29.00

AutoCAD SHX Text 28.10

AutoCAD SHX Text 28.60

AutoCAD SHX Text 28.10

AutoCAD SHX Text 28.60

AutoCAD SHX Text 28.60

AutoCAD SHX Text 28.90

AutoCAD SHX Text 29.00

AutoCAD SHX Text 29.00

AutoCAD SHX Text 29.25

AutoCAD SHX Text 29.00

AutoCAD SHX Text 29.25

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

AutoCAD SHX Text 29.00

AutoCAD SHX Text 29.25

AutoCAD SHX Text 28.88

AutoCAD SHX Text 29.38

AutoCAD SHX Text 29.48

AutoCAD SHX Text 29.00

AutoCAD SHX Text 29.25

AutoCAD SHX Text 29.00

AutoCAD SHX Text 28.84

AutoCAD SHX Text 29.48

AutoCAD SHX Text 29.48

AutoCAD SHX Text 29.00

AutoCAD SHX Text 28.84

AutoCAD SHX Text 29.48

AutoCAD SHX Text 28.44

AutoCAD SHX Text 28.50

AutoCAD SHX Text

EXISTING FIRE HYDRANT

AutoCAD SHX Text

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

AutoCAD SHX Text

6" PVC FIRE (DR-8)

AutoCAD SHX Text

PROPOSED 1,500 GALLON GREASE TRAP TOP ELEV = 00.00 INV ELEV = 00.00

AutoCAD SHX Text

21 LF OF 6" PVC FM (DR-18)

AutoCAD SHX Text

MADE IN U.S.A.

AutoCAD SHX Text

MADE IN U.S.A.

AutoCAD SHX Text

PRIVATE LIFT STATION TOP ELEV = 00.00 INV ELEV = 00.00 SEE DETAIL SHEET CD4.10

AutoCAD SHX Text

4" PVC, 45° BENDS

AutoCAD SHX Text

500+/- LF OF 4" PVC FORCEMAIN

AutoCAD SHX Text

EXISTING 8" WATER MAIN

AutoCAD SHX Text

3" PVC, 90° BENDS

AutoCAD SHX Text

4" PVC FM (DR-18)

AutoCAD SHX Text

6" PVC, 90° BENDS

AutoCAD SHX Text CONNECT TO EXISTING 8" WATER MAIN 8" X 6" TAPPING SLEEVE 6" GATE VALVE 6" DOUBLE BACKFLOW PREVENTOR

AutoCAD SHX Text

6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00

AutoCAD SHX Text

6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00

AutoCAD SHX Text

6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00

AutoCAD SHX Text

6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00

AutoCAD SHX Text

6" SANITARY CLEANOUT TOP ELEV = 00.00 INV ELEV = 00.00

AutoCAD SHX Text

6" PVC SS (DR-18)

AutoCAD SHX Text

3"X1 1/2" PVC TEE 1 1/2" GATE VALVE

AutoCAD SHX Text

1 " PVC, 90 BEND12" PVC, 90° BEND

AutoCAD SHX Text

1 " PVC TEE 12" PVC TEE 1 " GATE VALVE 12" GATE VALVE 34" HOSE BIB (TYP)

AutoCAD SHX Text

1 " PVC 90 BEND 12" PVC 90° BEND1 " GATE VALVE 12" GATE VALVE 34" HOSE BIB

AutoCAD SHX Text

8" PVC SS (DR-18)

AutoCAD SHX Text

6" PVC, 45° BEND

AutoCAD SHX Text

3" PVC, 45° BENDS

AutoCAD SHX Text

3" PVC, 90° BEND

AutoCAD SHX Text

1 " PVC WATER MAIN 12" PVC WATER MAIN (DR-18)

AutoCAD SHX Text 10'

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

SERVICE W/METER BOX

AutoCAD SHX Text

REDUCER

AutoCAD SHX Text

90%%D BEND

AutoCAD SHX Text

45%%D BEND

AutoCAD SHX Text

22 1/2%%D BEND

AutoCAD SHX Text

11 1/4%%D BEND

AutoCAD SHX Text

TEE

AutoCAD SHX Text

END CAP

AutoCAD SHX Text

SAMPLE POINT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

SAN. SEWER MANHOLE

AutoCAD SHX Text

PUMP OUT BOX

AutoCAD SHX Text M

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

METER BOX

AutoCAD SHX Text

REDUCED PRESSURE BACKFLOW PREVENTER

AutoCAD SHX Text

SANITARY SEWER MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text D

AutoCAD SHX Text

MADE IN U.S.A.

AutoCAD SHX Text

MADE IN U.S.A.

AutoCAD SHX Text

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.

File details come from the government source that posted it. Updated .