Attch 9 F.R.S. CU-1 WATER AND SEWER PLAN.pdf

PDF 3 MB Posted May 28, 2025

Attached to: Y1DZ--FY25: NRM (PROJ: 548-CSI-144) DB Replace Fisher House - Site Prep
Solicitation number: 36C24825R0060
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

About this file

Written by GovTribe AI · May 28, 2025

This file is a Record Asbuilts Water and Sewer Plan drawing for a Mental Health Domiciliary project at the West Palm Beach VA Medical Center. The detailed technical drawing, created by Alan Gerwig & Associates, Inc. and F.R.S. & Associates, Inc., provides a comprehensive site plan with precise elevation measurements, water and sewer infrastructure details, and geospatial coordinates. The drawing includes specific technical notations for various infrastructure elements such as gate valves, fire hydrants, pipes, bends, and directional bores, with elevations and geographical positioning noted for each component. The document is dated January 1, 2018, and represents a 100% completed construction drawing for a sprinkled building, certified by a registered land surveyor with the State of Florida.

View the file

Other files

File	Type	Posted
SAM Award Notice 36C24825C0035 7.28.2025.pdf	PDF	Jul 28, 2025
Attch 4 CS-501 EHRM Paving Details.pdf	PDF	May 28, 2025
36C24825R0060 0005.docx	DOCX document	May 28, 2025
Attch 1 Appendix A Drawing.pdf	PDF	May 28, 2025
Attch 2 Bldg 13 Warehouse-FLOOR PLAN.pdf	PDF	May 28, 2025
Attch 7 EHRM Combined site file excerpts.pdf	PDF	May 28, 2025
Attch 11 Report of Geotechnical Services.pdf	PDF	May 28, 2025
Attch 5 DRAFT.FH-WPB-Site plan 012825 Utility Sketch.pdf	PDF	May 28, 2025
Attch 8 EHRM GeoTech Boring Report.pdf	PDF	May 28, 2025
Attch 6 EHRM - 108.01 - 262200 - RAR Transformers – Gov Signed 1.pdf	PDF	May 28, 2025
Attch 3 Building 22 - Domiciliary - 2023.pdf	PDF	May 28, 2025
Attch 14 topo - 7.6.22.pdf	PDF	May 28, 2025
Attch 16 Water Loop-Layout.pdf	PDF	May 28, 2025
Attch 13 SS VA Med 47th Semi-Annual GW Monitor Report.pdf	PDF	May 28, 2025
Attch 10 Mylars Irrigation Plans.pdf	PDF	May 28, 2025
Attch 17 WPB VAMC 10627 - 48th SA GWMR Review.pdf	PDF	May 28, 2025
Attch 15 Water loop.pdf	PDF	May 28, 2025
Attch 12 Site - 1.1.18.pdf	PDF	May 28, 2025
36C24825R0060 0001.pdf	PDF	Apr 7, 2025
RFP 36C24825R0060_1 with Attchs.pdf	PDF	Mar 14, 2025
36C24825R0060.docx	DOCX document	Feb 28, 2025

Show all 21

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.

D D D D D

S S

DDDDDDDDDDDDD

CO RDRDRDRD

COCOCO

D D

S S S S S S S S S S S S S S

HYD

D D

CV RP

PIV

WPB

TRANS

WPB

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

PROPANE GAS

W W

FDC

DUMPSTER

PAD

S S

D D

HYD

D D

CV RP

PIV

WPB

W W

FDC

DDDDDDD

D D

S S S S S S

WPB

X X X X X X X X X X X X X

W W

DUMPSTER

PAD

file name o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t

VA FORM 08-6231, DEC 1989

Revisions Date

1 2 3 o n e a d e h a l f i n c h e s o t t h r e e q u a r t e r s i n o t t h r e e e i g h t h s i n o t

F o n e h a l f i n o t

E o n e i n o t

A t h r e e i n c h e s o t

1 2 3

Drawing Title

Approved: Service Director

Approved: Chief, Facilities Management Service

4 5

C.O.T.R.

Facilities Management Service

Approved:

Building Number

Location

Project Title

Checked

Drawn

DRAWING NO.

Date

V e t e r a n s

A f f a i r s

D e p a r t m e n t o f

O f f i

F a c i l i t i e s

4 5 6 7 8 9

F E

D C

B A

Project No.

PROJECT #16-025CA #7969

Fax.: (561) 792-9901

Ph.: (561) 792-9000

Wellington, FL 33414

12798 W. Forest Hill Blvd., Suite 201

Alan Gerwig & Associates, Inc.

VAMC West Palm Beach, Florida

RMDSLB

548-125

01 January, 2018

Mental Health Domiciliary

100% C.D. Sprinkled Building Dwgs. 08/23/17

WATER AND

SEWER PLAN

CU-1

RECORD ASBUILTS

SURVEYOR'S CERTIFICATION

We hereby state that the map of survey shown hereon is a true and correct representation of the newly constructed Drainage features, made under our direction, and is accurate to the best of our knowledge and belief.

The undersigned hereby certifies that this survey meets the technical standards set forth in chapter 5J-17, F.A.C. as they pertain to a "As-Built Survey" adopted by the Florida Board of Professional Surveyors & Mappers, pursuant to Section 472.027 Florida Statutes. NOT VALID WITHOUT THE ORIGINAL EMBOSSED SEAL of a Professional Surveyor and Mapper.

F.R.S. & Aossciates, Inc.

2257 Vista Parkway, Suite 4

West Palm Beach, Florida 33411

(561) 478-7178

Signed:__________________________________________ Gary P.

Williams

Registered Land Surveyor State of Florida, Certificate Number 4817, For the Firm

(ASB)

(EX)

EL.

INV.

GND.

G.V.

DBL

SGL

B/P T/P T/N D.I.P.

P.V.C.

= ASBUILT

= EXISTING

= ELEVATION

= INVERT

= GROUND

= GATE VALVE

= DOUBLE SERVICE

= SINGLE SERVICE

= BOTTOM OF PIPE

= TOP OF PIPE

= TOP OF NUT

= DUCTILE IRON PIPE

= POLYPROPYLENE PIPE

ABBREVIATION INDEX

ASBUILT DETAIL "A"

SCALE: 1" = 10'

(ASB) 6" TEE

T/P EL. 14.69, GND. EL. 17.50

N.= 892707.31, E.= 946953.60

6" FIRE SERVICE C-900 DR-14

(ASB) 6" 90° BEND

T/P EL. 14.62, GND. EL. 17.50

N.= 892707.21, E.= 946948.50

(ASB) 6" POST INDICATOR VALVE

FLANGE EL. 22.79, GND. EL. 17.40

N.= 892703.82, E.= 946953.60

(ASB) N. END 8" D.D.C.V.

W/8"x6" REDUCER, GND. EL. 17.51

FLANGE EL. 18.95, T/P EL. 15.35

N.= 892699.64, E.= 946953.75

(ASB) 8" G.V. W/CONCRETE COLLAR

T/N EL. 13.99, GND. EL. 17.35

N.= 892690.34, E.= 946954.16

(PBC) 8" 90° BEND

T/P EL. 12.64, GND. EL. 17.40

N.= 892688.62, E.= 946953.92

((ASB) S. END 8" D.D.C.V., GND. EL. 17.30

FLANGE EL. 18.95, T/P EL. 15.35

N.= 892692.56, E.= 946953.66

(ASB) S. END 4" R.P.Z., GND. EL. 17.35

FLANGE EL. 18.82, T/P EL. 12.48

N.= 892695.64, E.= 946956.10

(ASB) N. END 4" R.P.Z., GND. EL. 17.41

FLANGE EL. 18.72, T/P EL. 12.55

N.= 892700.37, E.= 946956.04

(ASB) 4" G.V. W/CONCRETE COLLAR

T/N EL. 13.29, GND. EL. 17.36

N.= 892693.52, E.= 946956.52 (PBC) 8" TEE, W/8"x4" REDUCER

T/P EL. 12.48, GND. EL. 17.35

N.= 892688.65, E.= 946956.21

(ASB) FIRE DEPT. CONECTOR

FLANGE EL. 20.14, GND. EL. 17.16

N.= 892680.96, E.= 946948.98

(ASB) FIRE HYDRANT (RED)

FLANGE EL. 16.32, GND. EL. 16.09

N.= 892672.72, E.= 946952.03

(PBC) 6" 45° BEND (SE), T/P EL. 12.16

N.= 892682.40, E.= 946952.00

(ASB) 6" G.V. W/CONCRETE COLLAR

T/N EL. 13.51, GND. EL. 16.46

N.= 892676.56, E.= 946954.43

(ASB) END DIRECTIONAL BORE

T/P EL. 10.12, GND. EL. 15.12

N.= 892662.60, E.= 946959.66

8" H

.D .P

-1

W .M

4" W.M. C-900 P.V.C. CLASS 150 DR-18

SEE ASBUILT DETAIL "A"

ASBUILT DETAIL "B"

SCALE: 1" = 10'

(PSG) 6" 45° BEND

T/P EL. 13.80, GND. EL. 17.85

N.= 892797.53, E.= 946950.80

(PSG) 4" 45° BEND

T/P EL. 13.80, GND. EL. 17.86

N.= 892795.40, E.= 946952.11(ASB) 6" 45° BEND

T/P EL. 14.89

GND. EL. 17.70

N.= 892790.91 E.= 946944.08

SEE ASBUILT DETAIL "B"

(ASB) 4" 45° BEND

T/P EL. 14.78, GND. EL. 17.75

N.= 892789.50, E.= 946946.12

(ASB) 1,000 GAL. GREASE TRAP

INFLOW INV. EL. 13.46 (PSG)

OUTFALL INV. EL. 13.15 (PSG)

N.= 892816.13, E.=946948.21

17.22 12.29

12.77 12.42

16.05 11.10 11.15

N.= 892815.41, E.= 947198.86

N.= 892810.81, E.= 947194.07

16.18 10.98

7 L.F. @ 1.71%

12.52

11.89

246 L.F. 0.46%

13.97

(ASB) 4" 45° BEND (N)

T/P EL. 14.88, GND. EL.17.80

N.= 892752.70, E.= 946945.85

(ASB) 4" 45° BEND (S)

T/P EL. 15.00', GND. EL.17.47

N.= 892742.93, E.= 946955.48

(ASB) 6" 45° BEND (N)

T/P EL. 14.95, GND. EL.17.80

N.= 892751.95, E.= 946943.67

(ASB) 6" 45° BEND (S)

T/P EL. 14.88, GND. EL. 17.62

N.= 892742.16, E.= 946952.85

CONNECTED

(ASB) END DIRECTIONAL BORE

T/P EL. 10.12, GND. EL. 15.12

N.= 892662.60, E.= 946959.66

(ASB) DIRECTIONAL BORE

T/P EL. -1.16, GND. EL. 15.34

N.= 892619.73, E.= 946942.82

(ASB) DIRECTIONAL BORE

T/P EL. 0.56, GND. EL.15.56

N.= 892573.80, E.= 946926.63

(ASB) DIRECTIONAL BORE

T/P EL. 2.74, GND. EL. 15.74

N.= 892527.03, E.= 946908.68

(ASB) DIRECTIONAL BORE

T/P EL. 3.17, GND. EL. 15.92

N.= 892480.78, E.= 946890.37

(ASB) DIRECTIONAL BORE

T/P EL. 3.31, GND. EL. 16.31

N.= 892480.78 E.= 946890.37

(PBC) 8"x 6" TEE

T/P EL. 12.26, GND. EL. 16.50

N.= 892678.57, E.= 946956.18

(PBC) 8" 45° BEND (SE), T/P EL. 12.35

N.= 892672.14, E.= 946963.40

(PBC) 8" 45° BEND (NW), T/P EL. 12.40

N.= 892682.40, E.= 946956.30

(PSG) = PROVIDED BY STEVE GIBSON

(PSG)

14.24

14.30

14.32

14.14 12.74

13.70

(PSG) 13.80

AutoCAD SHX Text T

AutoCAD SHX Text

C.W.S. ELEVATION

AutoCAD SHX Text 10.5

AutoCAD SHX Text

EXISTING WETLANDS

AutoCAD SHX Text

LIMITS OF

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

EMERGENCY

AutoCAD SHX Text

CALL BOX

AutoCAD SHX Text

BUS STOP

AutoCAD SHX Text X

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

INV.=16.40

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

INV.=15.94

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

INV.=16.19

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

FLUME

AutoCAD SHX Text

IRR

AutoCAD SHX Text X

AutoCAD SHX Text

MILITARY TRAIL

AutoCAD SHX Text

(STATE ROAD 809)

AutoCAD SHX Text

FOUND IRON

AutoCAD SHX Text

ROD #LB3353

AutoCAD SHX Text S 88°14'40" E 62.00'

AutoCAD SHX Text S 01°45'20" W 18.57'

AutoCAD SHX Text S 01°45'20" W 1059.08'

AutoCAD SHX Text

LAKE # 3

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

FOUND IRON

AutoCAD SHX Text

ROD #LB3353

AutoCAD SHX Text

IRR

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

CONCRETE DRIVE & PARKING

AutoCAD SHX Text

CONCRETE DRIVE & PARKING

AutoCAD SHX Text

CONCRETE DRIVE & PARKING

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text

BUS STOP

AutoCAD SHX Text

COVERED

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

(NO ACCESS)

AutoCAD SHX Text

DRAINAGE MANHOLE

AutoCAD SHX Text

TOP=15.54

AutoCAD SHX Text

BOTTOM=7.74

AutoCAD SHX Text

W.INV.=10.39

AutoCAD SHX Text

WEIR TOP=13.44

AutoCAD SHX Text 120' R/W

AutoCAD SHX Text

DRAINAGE LINE

AutoCAD SHX Text

TAKEN FROM PLAN-NOT

AutoCAD SHX Text

FIELD VERIFIED

AutoCAD SHX Text

WATER

AutoCAD SHX Text

WATER

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text S

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text E

AutoCAD SHX Text

WPB IS EMPTY

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

CURB SLOT

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT WALK

AutoCAD SHX Text

6" CURB (TYP.)

AutoCAD SHX Text

CONCRETE PARKING

AutoCAD SHX Text

CONCRETE PARKING

AutoCAD SHX Text

EXIST. CONCRETE

AutoCAD SHX Text

EXIST. CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DRAINAGE MANHOLE SLOTTED LID RE=15.31

AutoCAD SHX Text

DRAINAGE CONTROL STRUCTURE RE=20.12 (CANNOT OPEN)

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

PUMP BOX

AutoCAD SHX Text

24" CMP IE=7.78

AutoCAD SHX Text

24" CMP IE=8.65

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

(WPB LID)

AutoCAD SHX Text

SANITARY MANHOLE RE=16.08 IE=11.12N IE=12.51W

AutoCAD SHX Text

SANITARY MANHOLE RE=17.81 (LOCKED)

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONCRETE PARKING

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

BUS SHELTER

AutoCAD SHX Text

COMMUNICATIONS RISER

AutoCAD SHX Text

COMMUNICATIONS VAULT

AutoCAD SHX Text

LANDSCAPED

AutoCAD SHX Text

GYM EQUIPMENT

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

CALL BOX

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BENCHMARK SET MAG NAIL & WASHER "FRS LB #4241" EL=15.48

AutoCAD SHX Text 127.6'

AutoCAD SHX Text

ASB 6" PVC WM T.O.P. EL. 12.51 GND. EL. 15.79

AutoCAD SHX Text 5.8'

AutoCAD SHX Text

ASB 6" PVC WM 45° BENDT.O.P. EL. 12.66 GND. EL. 15.90

AutoCAD SHX Text 77.8'

AutoCAD SHX Text

ASB 6" PVC WM T.O.P. EL. 12.29 GND. EL. 15.37

AutoCAD SHX Text

ASB 6" PVC WM T.O.P. EL. 12.14 GND. EL. 15.09

AutoCAD SHX Text

EXISTING FO

AutoCAD SHX Text

EXISTING FO

AutoCAD SHX Text

EXISTING ELECTRIC

AutoCAD SHX Text

EXISTING ELECTRIC

AutoCAD SHX Text

EXISTING ELECTRIC

AutoCAD SHX Text

EXISTING ELECTRIC

AutoCAD SHX Text

EXISTING ELECTRIC

AutoCAD SHX Text

EXISTING 6" PVC WATER MAIN

AutoCAD SHX Text

EXISTING UNIDENTIFIED UTILITY

AutoCAD SHX Text

EXISTING UNIDENTIFIED UTILITY

AutoCAD SHX Text

4" SANITARY LATERAL (TYP)

AutoCAD SHX Text

PROPOSED 4" WM C-900 PVC CLASS 150 DR 18

AutoCAD SHX Text

CONNECT PROPOSED 2" F.M. AT WET WELL (SEE NOTE 2)

AutoCAD SHX Text

1000 GAL PROPANE TANK

AutoCAD SHX Text

2 WAY CLEAN OUT (TYP)

AutoCAD SHX Text

EXISTING SANITARY SEWER PUMP STATION

AutoCAD SHX Text

EXISTING F.H. FIRE FLOW TEST LOCATION 839 GPM AT 20 PSI STATIC PRESSURE 48 PSI

AutoCAD SHX Text 6' CHAIN-LINK FENCE w/ DOUBLE 6' GATES

AutoCAD SHX Text

2" SCH 80 PVC

AutoCAD SHX Text

EXISTING IRRIGATION LINE TO REMAIN FIELD VERIFY LOCATION.

AutoCAD SHX Text

EXISTING GRAVITY SANITARY SEWER TO REMAIN

AutoCAD SHX Text

RPM

AutoCAD SHX Text

5.5 LF OF 8" SAN SEWER C-900 PVC DR 18

AutoCAD SHX Text

BOTTOM OF 18" HDPE PIPE 12.50 TOP OF 8" SEWER PIPE 12.00

AutoCAD SHX Text

BOTTOM OF 4" SS SERVICE PIPE 14.60 TOP OF 18" STORM PIPE 14.10

AutoCAD SHX Text

PROPOSED 8" HDPE DR-11 W.M. WITHIN LIMITS OF DIRECTIONAL BORE

AutoCAD SHX Text

CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING DRAINAGE PIPE

AutoCAD SHX Text

MATCH LINE

AutoCAD SHX Text

247 LF OF 8" SAN SEWER C-900 PVC DR 18 @ 0.42%

AutoCAD SHX Text

WPB

AutoCAD SHX Text

CONCRETE PARKING

AutoCAD SHX Text

EXIST. CONCRETE

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

RPM

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text

WPB

AutoCAD SHX Text E

AutoCAD SHX Text

WPB IS EMPTY

AutoCAD SHX Text E

AutoCAD SHX Text 5101 N.W. 21st AVENUE, SUITE 355 FORT LAURELDALE, FLORIDA 33309 T. (954) 514-7199 | F. (954) 678-5766

AutoCAD SHX Text Civil and Structural Engineers

AutoCAD SHX Text Alan L. Gerwig, P.E.

AutoCAD SHX Text License No. 58119

AutoCAD SHX Text THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY: PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. THE SIGNATURE MUST BE VERIFIED ON THE ELECTRONIC DOCUMENT.

AutoCAD SHX Text N

AutoCAD SHX Text

SAMPLE POINT #2

AutoCAD SHX Text

SAMPLE POINT #3 CONNECT TO BUILDING SERVICE (REFER TO PLUMBING PLANS)

AutoCAD SHX Text

DUMPSTER ENCLOSURE WITH GATES

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

MH-2

AutoCAD SHX Text

(E) INV EL. = 12.35

AutoCAD SHX Text

RIM EL. 17.25

AutoCAD SHX Text

SANITARY SEWER M.H.

AutoCAD SHX Text

MH-1

AutoCAD SHX Text

(W) INV EL. = 11.20

AutoCAD SHX Text

RIM EL. = 16.25

AutoCAD SHX Text

SANITARY SEWER M.H.

AutoCAD SHX Text

INSTALL SANITARY SEWER M.H. ON EXISTING GRAVITY SEWER. FIELD VERIFY LOCATION.

AutoCAD SHX Text

MH-1A

AutoCAD SHX Text

(NE) INV EL. = 11.25

AutoCAD SHX Text

RIM EL. = 16.00

AutoCAD SHX Text

SANITARY SEWER M.H.

AutoCAD SHX Text

VAMC BUILDING

AutoCAD SHX Text

BOTTOM OF 15" STORM PIPE 14.42 TOP OF 4" WM 14.00

AutoCAD SHX Text

BOTTOM OF 15" STORM PIPE 14.41 TOP OF 6" WM 14.00

AutoCAD SHX Text

BOTTOM 15" STORM PIPE 14.40 TOP 4" GREASE WASTE PIPE 13.90

AutoCAD SHX Text

(W) INV EL. = 11.30

AutoCAD SHX Text

(S) INV EL. = GREASE TRAP

AutoCAD SHX Text

(W) INV EL. = 12.85

AutoCAD SHX Text

OUTFLOW INV EL LESS 0.08'

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

DOMESTIC WATER SUPPLY

AutoCAD SHX Text

FIRE LINE

AutoCAD SHX Text

BOTTOM OF 15" STORM PIPE 14.35 TOP OF 8" SAN SEWER PIPE 13.05

AutoCAD SHX Text

EXISTING FORCE MAIN

AutoCAD SHX Text

SANITARY FORCE MAIN

AutoCAD SHX Text

SANITARY SEWER SERVICE

AutoCAD SHX Text

EXISTING WATER MAIN

AutoCAD SHX Text

EXISTING SANITARY SEWER

AutoCAD SHX Text

EXISTING IRRIGATION LINE

AutoCAD SHX Text

1. FDC TO CONTAIN SIGN STATING BUILDING NAME/NUMBER FDC TO CONTAIN SIGN STATING BUILDING NAME/NUMBER SERVED BY FDC. 2. CONTRACTOR TO MAINTAIN SEWAGE FLOW AT ALL TIMES CONTRACTOR TO MAINTAIN SEWAGE FLOW AT ALL TIMES DURING CONSTRUCTION. 3. CONCRETE PAVEMENT TO BE REMOVED FOR WATER MAIN CONCRETE PAVEMENT TO BE REMOVED FOR WATER MAIN EXTENSION SHALL BE SAW CUT FULL DEPTH. 4. ANY PAVEMENT, SIDEWALK, CURBING, ETC, DAMAGED OR ANY PAVEMENT, SIDEWALK, CURBING, ETC, DAMAGED OR REMOVED DURING THE DIRECTIONAL BORE OPERATION SHALL BE RESTORED TO ORIGINAL CONDITION.

AutoCAD SHX Text

DIRECTIONAL BORE LIMITS

AutoCAD SHX Text

F.R.S. & ASSOCIATES, INC.

AutoCAD SHX Text

LAND SURVEYORS AND LAND PLANNERS

AutoCAD SHX Text

CERTIFICATE OF AUTHORIZATION NO. LB 4241

AutoCAD SHX Text

PHONE (561) 478-7178

AutoCAD SHX Text

2257 VISTA PARKWAY, SUITE 4

AutoCAD SHX Text

WEST PALM BEACH, FLORIDA 33411

AutoCAD SHX Text Web Site: www.frssurvey.com

Sheets and Views

ASB 16-025_CU-1_WATER AND SEWER PLAN-16-025_CU-1_WATER AND SEWER PLAN

File details come from the government source that posted it. Updated May 28, 2025.