10.14.25 Set_AUTEC WTP_SubmittalsConform.pdf

PDF 47 MB Posted Feb 24, 2026

Attached to: ATLANTIC UNDERSEA TEST AND EVALUATION CENTER (AUTEC) WATER TANKS REPLACEMENT, ALANTIC UNDERSEA TEST AND EVALUATION CENTER (AUTEC), ANDROS ISLAND, BAHAMAS
Solicitation number: N6945026R0006
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Feb 24, 2026

This is a conformed set of design and construction drawings for the AUTEC Replace Water Storage Tanks project at the Atlantic Undersea Test and Evaluation Center (AUTEC) on Andros Island, Bahamas. The project, identified as NAVFAC Drawing No. 1764652, involves the replacement of two 500,000-gallon finished water ground storage tanks, one 150,000-gallon elevated storage tank, and associated interconnecting piping infrastructure. The drawings set includes 37 sheets covering general information, geotechnical boring logs, survey and existing conditions plans, civil demolition and erosion control plans, site grading and drainage plans, utility plans and profiles, structural general notes and concrete details, and process/instrumentation diagrams for the potable water system. The project encompasses work in two distinct areas: Area 1 contains the ground storage tank site with existing treatment facilities and infrastructure, and Area 2 contains the elevated tank site. Key design elements include pre-stressed concrete AWWA D110-compliant storage tanks on shallow foundation ring walls with elevations at 11.0 feet for ground tanks and 9.7 feet finished grade for the elevated tank, 10-inch C900 PVC water main piping connections, yard hydrants, overflow systems with weirs, and interconnected valve arrangements including backflow preventers, check valves, altitude valves, and dynamic couplings.

The drawings are marked as a conformed set dated October 14, 2025, and indicate delegated design requirements for the tank systems per specification 33 16 13.16. Construction notes specify that ground penetrating radar scanning is required to determine voids under tank structures, with contingency fill material to be stockpiled onsite, and that minimum 20 percent additional PVC C900 piping must be available for unforeseen field conditions. The project includes demolition of existing finished water tanks (Tanks 1505 and 1509) and foundations, relocation of the soda ash storage system to a new 10-foot by 12-foot concrete equipment pad, construction security fencing, erosion and sediment control measures, and utilities coordination including water mains, storm and sanitary sewers, fiber optic lines, and electrical utilities. Design loads account for 200 MPH design wind speed (Risk Category IV), 1.5 seismic importance factor with minimal ground acceleration, and standard live loads of 20 PSF for ground storage tank access and work platforms. All materials for the potable water system must meet NSF 61 and NSF 372 certification standards.

View the file

Other files

File	Type	Posted
Solicitation Amendment N6945026R00060004 SF 30 (1).pdf	PDF	May 14, 2026
Solicitation Amendment N6945026R00060003 SF 30 (5).pdf	PDF	Mar 26, 2026
Drawing_Specs..pdf	PDF	Mar 26, 2026
Solicitation Amendment N6945026R00060002 SF 30 (1).pdf	PDF	Mar 23, 2026
Amendment N6945026R00060001 SF 30.pdf	PDF	Mar 12, 2026
Attachment B-PPQ-Past Perfromance.pdf	PDF	Feb 24, 2026
Attachment F- BA-Travel Arrangements.pdf	PDF	Feb 24, 2026
10.14.25 - AUTEC Water Tanks - Specs CONFORMED.pdf	PDF	Feb 24, 2026
Attachment G- Site Visit Map.docx	DOCX document	Feb 24, 2026
Attachment A Construction and Design Experience Project Data Sheet.docx	DOCX document	Feb 24, 2026
Solicitation - N6945026R0006.pdf	PDF	Feb 24, 2026
Attachment E- SECNAV 5512.pdf	PDF	Feb 24, 2026
Attachment D - ProjNet How To Guide.pdf	PDF	Feb 24, 2026
Attachment C-Safety Data Sheet.pdf	PDF	Feb 24, 2026

Show all 14

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.

SITE

BARGE AREA

MAURY AVENUE

BEEBE AVENUE

SITE

1 2 3 4 5

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

SEAL

S E

C O

R N

N , J

O N

:5 4:

M Au to de sk D oc s:

//B S

4_ N

C A

C _R ep la ce m en t W at er

S to ra ge

T an ks /1

.rv t

3/4" = 1'-0"

G001

E W

15212178

AA CW

KN/AG

1764652

M M

SCALE: NOT TO SCALEB1 VICINITY MAP

SCALE: NOT TO SCALEB4 LOCATION MAP

MAGNETIC

NORTH

PROJECT

NORTH

MAGNETIC

NORTH

PROJECT

NORTH

AUTEC REPLACE WATER STORAGE TANKS

RTA

ANDROS ISLAND, BAHAMAS

10/14/2025

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

SOUTHEAST

DESIGN AND CONSTRUCTION

FACILITIES ENGINEERING AND ACQUISITION DIVISION

CAPE CANAVERAL, FLORIDA

C R

O N

C O

R M

/1 4/

CONFORMED SET

1 2 3 4 5

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

SEAL

S E

C O

R N

N , J

O N

8/ 5/

P M

Au to de sk

D oc s:

//B

S D

A U

_R ep la ce m en t W at er S to ra ge T an ks

_A .rv t

G002

E W

O F

15212179

AA CW

KN/AG

1764652

M M

LIST OF SHEETS

SHEET NO

Sheet Number NAVFAC NO Sheet Name

GENERAL

1 G001 15212178 COVER SHEET

2 G002 15212179 LIST OF SHEETS

BORING

3 B101 15212180 BORING LOCATION PLAN - AREA 1

4 B102 15212181 BORING LOCATION PLAN - AREA 2

5 B301 15212182 BORING LOGS

6 B302 15212183 BORING LOGS

SURVEY

7 V101 15212184 OVERALL EXISTING CONDITIONS PLAN

8 V102 15212185 EXISTING CONDITIONS PLAN - AREA 1

9 V103 15212186 EXISTING CONDITIONS PLAN - AREA 2

CIVIL

10 C001 15212187 GENERAL CIVIL LEGEND

11 CD101 15212188 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 1

12 CD102 15212189 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 2

13 CS101 15212190 OVERALL SITE, GRADING, AND DRAINAGE PLAN

14 CS102 15212191 CIVIL SITE & DRAINAGE PLAN - AREA 1

15 CS103 15212192 CIVIL SITE & DRAINAGE PLAN - AREA 2

16 CS501 15212193 SITE DETAILS

17 CU101 15212194 OVERALL UTILITY PLAN

18 CU102 15212195 UTILITY PLAN - AREA 1

19 CU103 15212196 UTILITY PLAN - AREA 2

20 CU201 15212197 UTILITY PROFILES - AREA 1

21 CU202 15212198 UTILITY PROFILES - AREA 2

22 CU501 15212199 UTILITY DETAILS

23 CU502 15212200 UTILITY DETAILS

STRUCTURAL

24 S001 15212201 GENERAL NOTES

25 S501 15212202 TYPICAL CONCRETE DETAIL

MECHANICAL PROCESS

26 DI101 15212203 PROGRESS AND INSTRUMENTATION DIAGRAM GENERAL NOTES, SYMBOLS AND DESIGNATIONS

27 DI102 15212204 PROGRESS AND INSTRUMENTATION DIAGRAM POTABLE WATER SYSTEM

28 DI103 15212205 PROCESS FINISHED WATER STORAGE TANKS - GST FLOOR PLANS

29 DI104 15212206 PROCESS FINISHED WATER STORAGE TANKS - GST ROOF PLANS

30 DI105 15212207 ELEVATED TANK PLAN & SECTION

31 DI106 15212208 FINISHED WATER STORAGE TANKS - GST SECTIONS

ELECTRICAL

32 E001 15212209 GENERAL ELECTRICAL LEGEND

33 ES100 15212210 ELECTRICAL GST ENLARGED SITE AND UTILITY PLAN

34 ES101 15212211 ELECTRICAL ENLARGED SITE - ELEVATED WATER STORAGE

35 E401 15212212 ELECTRICAL SCHEDULES AND DETAILS

36 E402 15212213 ELECTRICAL SCHEDULES AND DETAILS

37 E601 15212214 ELECTRICAL SCHEDULES

C R

O N

X X

Soil Boring #1

Soil Boring #3

Soil Boring #2

Soil Boring #5

Soil Boring #4

L O

15212180

B101

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

A1 BORING LOCATION PLAN - AREA 1

SCALE: 1"=20'

PLAN

NORTH

00 20' 40'

1"=20'

1. CONCRETE, FINISHED WATER STORAGE TANK -

500,000 GALLONS EACH ON SHALLOW FOUNDATION

RING WALL.

2. GROUND PENETRATING RADAR SCANNING IS

REQUIRED WITHIN THE LIMITS OF THE GROUND

TANK STRUCTURES AS DESCRIBED IN

SPECIFICATION SECTION 01 11 00 TO DETERMINE

THE PRESENCE OF VOIDS. FOR BIDDING PURPOSES,

INCLUDE ALL COSTS TO PROVIDE AND INSTALL A

MINIMUM VOLUME OF STRUCTURAL FILL MATERIAL

EQUIVALENT TO THE VOLUME UNDER ONE TANK TO

AN ELEVATION OF 5.5-FT IN THE EVENT

REMEDIATION IS REQUIRED. FILL MUST BE

STOCKPILED ONSITE PRIOR TO EXCAVATION IN

ORDER TO AVOID DELAYS IF VOIDS ARE

DISCOVERED. REFER TO CS102 FOR SITE GRADING

AND STRUCTURE ELEVATIONS AND DI106 FOR TANK

SECTIONS.

SHEET KEYNOTES#

GRAPHIC SCALE(S)

BE(B)

D I T C H

STOP

SIGN

COVERED

BUS STOP

Soil Boring #7

Soil Boring #8

Soil Boring #9

W(B)

BUILDING #1202

(F.F.E.=11.31)

UGE 4160V

8" BLOCK WALL

TOP=11.19'

EX. ASPHALT

PARKING AREA

EX. ASPHALT

PARKING

CONCRETE

GENERATOR

PAD POWER POLE

(D350)

U.G. F.O., C

ATV & PHONE

4 CONDUITS

#1321

R.O.WELL FIELD

PUMP #2

#1321

R.O.WELL FIELD

PUMP #1

WELL 2N

WELL 2S

WELL 1N

WELL 1S

(ASPHALT)

BEEBE AVENUE

POWER POLE

(AD307)

UGE 208V

TRANSFORMER

(#3013)

FAC #1211

FUEL OIL TANK

EX. 1' THICK

STONE WALL

8' TALL

UGE 4160V

EX. 6" PVC WATER MAIN

. 2

" P

EX. CONCRETE SIDEWALK

. 3

" P

W(B)

W (B)

FIRE

W (B)

Y H

L O

15212181

B102

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

A1 BORING LOCATION PLAN - AREA 2

SCALE: 1"=20'

PLAN

NORTH

00 20' 40'

1"=20'

L O

G S

15212182

B301

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

L O

G S

15212183

B302

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

LOD

D LOD

LOD

SAN

CATV (OH)

BUILDING #1217

(F.F.E.=11.76)

BUILDING #1218

(F.F.E.=11.69)

EX. CONCRETE SIDEWALK

COMM

PB #24

COMM

PB #25

UGE 208V

8V REFRIGERATION UNIT #1220

(F.F.E.=12.51)

REFRIGERATION UNIT #1232

(F.F.E.=12.39)

EX. ASPHALT PARKING

EX. 2" PVC WATER MAIN

EX. 2" PVC

U G

BUILDING #1202

(F.F.E.=11.31)

EX. CONC. AC

PAD

(ELEV.=9.19)

SHED

(F.F.E.=9.72')

BLDG. #1209

(F.F.E.=9.99')

UGE 4160V

8" BLOCK WALL

TOP=11.19'

TRANSFORMER

(#3011)

UGE 208V

FAC. #1210

FUEL OIL TANK

SMH TOP=9.66'

INV = 4.24' A42

INV = 4.83' 6" W

INV = 7.38' 4" BLDG

INV = 5.12' 4" BLDG

SMH TOP=9.76'

INV = 3.78' A43

INV = 3.76' A39

INV = 6.26' 4" BLDG

EX. RAMP 6" TC A43

EX. ASPHALT

PARKING AREA

A42

70.29 L.F 8" T.C.

SEWER MAIN @ 0.65%

116.18 L.F 8" T.C.

SEWER MAIN @ 0.97%

6" T.C. SERVICE

EX. 10" PVC WATER MAIN

U.G.FIBER OPTIC

S50

. C

EX. ASPHALT

PARKING

POWER POLE

(D309)

(F .F

COMM

PB #3

EX. ASPHALT

PARKING

POWER

POLE

(D354)

EX. CONC.

PAD

TRANS.

#3012

CONCRETE

GENERATOR

PAD POWER POLE

(D350)SMH TOP=9.09'

INV IN = 2.38' A37

INV OUT = 2.24' A39

INV IN = 2.30' BLDG

SMH TOP=8.73'

INV = 2.13' A38

INV = 2.63' A42

INV = 2.05' A41

4" TC

A38

A39

" T C

.3 1%

T U.G. F.O., C

ATV & PHONE

4 CONDUITS

0" T

.1 5%

A19

A41

A24

SMH TOP=8.20'

INV = 1.77' A19

INV = 1.80' A39

INV = 1.81' BLDG

#1321

R.O.WELL FIELD

PUMP #2

#1321

R.O.WELL FIELD

PUMP #1

SMH TOP=8.17'

INV = 1.37' A41

INV = 1.37' A4

INV = 1.97' A24

WELL 2N

WELL 2S

WELL 1N

WELL 1S

(ASPHALT)

BEEBE AVENUE

POWER POLE

(AD307)

" T C

.4 5%

UGE 208V

TRANSFORMER

(#3013)

FAC #1211

FUEL OIL TANK

EX. 1' THICK

STONE WALL

8' TALL

UGE 4160V

EX. 6" PVC WATER MAIN

220.13 L.F 8" PVC

SEWER MAIN @ 1.65%

6" PVC SS

. 2

" P

312.09 L.F 8" PVC

SEWER MAIN @ 0.86%

EX. CONCRETE SIDEWALK

. 3

" P

SMH TOP=9.85'

INV = 5.60' A19

INV = 5.65' A23

INV = 6.15' BLDG

U.G.PHONE

6 PAIR D.B.

3" PVC RAW WATER MAIN

CONC

AD.

FUEL TANK

EX. CONC.

CONTAINMENT

PAD

6" CI FUEL LINE3"

EX. CONC.

CONTAINMENT

PAD

#1503

FUEL TANK

4" F

3" F

CONC

PAD

CONC

PAD

EX GRAVEL

AREA

TRANSFORMER

(#3020)

EX. 1 STORY WATER

FILTRATION SYSTEM

BUILDING #1518

EX. FENCE

WITH METAL POLES

(TYP)

POWER

POLE

(A501)

EX. CONC

PAD

ELEC PB

UGE 208V

#1553

AVJET BOTTOM

LOADER

UGE 208V

AVJET 4" TO 3"

4" CU W.S.

BE(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BE(B) BE(B)

BE(B)

EX.

CONC

PAD

FUEL TANK

SAN

Y H

SAN

CATV (O

C COM COM

COM

TOP OF BANK

WATER SURFACE

4' WIRE FENCE

Maury Ave.

Pi lls bu ry

S t.

EX. CONC. PAD W/

TRAILER

V-102

CD101

V-103

CD102

8" PALM

8" PALM 8" UNK TREE

11" UNK TREE

W(B)

12' CHAINLINK FENCE

CONCRETE

SLAB

TRANSFORMER ON

CONCRETE SLAB

METAL WATER TANK #1520

FIBERGLASS

TANK ON

CONCRETE

PAD

BELOW

GROUND

COMMUNICATION

VAULT

CONCRETE

SLAB

BELOW

GROUND

COMMUNICATION

VAULT

BELOW

GROUND

VAULT

WATER VALVE

STEEL CANOPY WITH (4)

METAL I-BEAMS

CONCRETE

PUMP

LIFT STATION

TRANSFORMER ON

CONCRETE SLAB

PUMP ON

CONCRETE

PAVEMENT

STORM MANHOLE

RIM EL. = 13.10'

SE INV. = 9.80' (8" PVC)

NE INV. = 9.88' (4" PVC)

NW INV. = 11.79' (6" PVC)

W INV. = 10.36' (4" PVC)

W INV. = 9.81' (2.5" PVC)

CONCRETE

PAD

DUMPSTER ON

CONCRETE PAD

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

WATER

VALVE

WATER

VALVE

DIESEL

FUEL TANK

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

PAD

WATER

VALVE

CONTROL BOX

FOR KEY CARD

OE - HV

OE - H

CONCRETE

POWER POLE

CONCRETE

POWER POLE

STANDPIPE

FIRE

HYDRANT

WATER VALVE

COVER

CONCRETE

WALL

CONCRETE

WALL

SERVICE

BOX

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1508

CATCH

BASIN

EXISTING 8" RO REJECT (TBA)

10" PIPE ABOVE

GROUND BY 2.28'

PIPE EXITS

GROUND

10" STAINLESS

STEEL PIPE, ABOVE

GROUND BY 3.13'

5" Tree

D I T C H

STOP

SIGN

COVERED

BUS STOP

PULLBOX FOR

ELECTRIC LINE

12.5

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

PLAN

NORTH

N G

C O

N D

N S

15212184

V101

A1 EXISTING CONDITIONS PLAN

SCALE: 1"=100'

SURVEYORS NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

1"=100'

A. THIS IS A LIMITED TOPOGRAPHIC SURVEY AND

DOES NOT PURPORT TO BE A BOUNDARY SURVEY.

B. UNDERGROUND UTILITIES SHOW HEREON WERE

DESIGNATED BY DRMP, INC. THE EXTENT AND

LIABILITY OF THIS INFORMATION IS LIMITED TO THE

STANDARDS FOR QUALITY LEVEL - B UTILITY

INVESTIGATION AS DEFINED BY THE AMERICAN

SOCIETY OF CIVIL ENGINEERS (ACSE) PUBLICATION

38-02.

C. THIS SURVEY IN ITS DIGITAL FORMAT IS INTENDED

TO BE DISPLAYED AT A 1"=20'.

D. THIS SURVEY IS REFERENCED HORIZONTALLY TO

THE UNIVERSAL TRAVERSE MERCATOR SYSTEM,

LOCAL GRID 18 NORTH, U.S. SURVEY FOOT.

HORIZONTAL CONTROL FOR THE SURVEY WAS

REFERENCED TO BASE A (X = 722546.11, Y =

8974490.97).

E. THE VERTICAL DATUM IS AUTEC LOCAL SITE DATUM.

VERTICAL CONTROL FOR THE SURVEY IS

REFERENCED TO "5175 RAMP 2018," ELEVATION =

7.24 FEET AND "S1 QUAY 2018," ELEVATION = 5.43

FEET.

F. LAST SURVEY DATE: 04/20/2025

G. PROVIDE TEMPORARY CONCRETE BATCH PLANT

FOR USE DURING CONSTRUCTION NEXT TO BATCH

PLANT. LAYDOWN AREAS ARE DESIGNATED NEAR

CONCRETE BATCH PLANT FOR STORAGE OF

ADDITIONAL PIPING MATERIAL REQUIRED TO BE

ONSITE DURING CONSTRUCTION. SECURE

MATERIALS AND REMOVE FROM THE SITE PRIOR TO

COMPLETION OF THE PROJECT.

1. GROUND STORAGE TANK SITE

2. ELEVATED TANK SITE

3. CONTRACTOR LAYDOWN AREA

4. CONCRETE BATCH PLANT. SEE NOTE G.

5. HAUL ROUTE FROM BARGE AREA. SEE G001

LEGEND & ABBREVIATIONS

BOLLARD/POST (AS NOTED)

FIRE HYDRANT

GUY ANCHOR

FAUCET / HOSE BIB

LIGHT POLE

SANITARY CLEAN OUT

SANITARY MANHOLE

SINGLE SUPPORT SIGN (AS NOTED)

SURVEY CONTROL (AS NOTED)

TELEPHONE PEDESTAL

TREE, SIZE AND SPECIES AS NOTED

POWER POLE (AS NOTED)

WIRE PULL BOX

UTILITY MARKER

FLOOD LIGHT

TELEPHONE MANHOLE

DRAINAGE MANHOLE

ELECTRIC MANHOLE

TRAFFIC SIGNAL POLE

UNKNOWN MANHOLE

WATER VALVE COVER

WATER VALVE

WATER METER

POWER POLE W/ TRANSFORMER

Line Legend

BT(B) BT(B)

SSx

CATV CATV

C.C.R.

CLF

C.M.

CMP

CONC.

(D)

DRMP

E.O.P.

EL OR ELEV.

(F)

FND.

FOC

ID.

INV.

I.R.

I.R.&C.

I.R.S.

R T (M) M.E.S.

N.&D.

NO.

NPW

O.R.B.

(P)

PCP

PG.

PRM

PVC

RCP

R/W

TBM

TELE

TPED

TRAV.

TYP.

UTM

CERTIFIED CORNER RECORD

CHAIN LINK FENCE

CONCRETE MONUMENT

CORRUGATED METAL PIPE

CONCRETE

DEED

DRMP, INCORPORATED

EDGE OF PAVEMENT

ELEVATION

FIELD INFORMATION

FINISHED FLOOR

FLORIDA

FOUND

FIBER OPTIC CABLE

IDENTIFICATION

INVERT

IRON ROD

IRON ROD & CAP

SET IRON ROD

LICENSED BUSINESS

LIGHT POLE

LICENSED SURVEYOR

RANGE

TOWNSHIP

MEASURED

MITERED END SECTION

MANHOLE

MONITORING WELL

NAIL AND DISK

NUMBER

NON-POTABLE WATER

OFFICIAL RECORDS BOOK

PLAT INFORMATION

POINT OF CURVATURE

PERMANENT CONTROL POINT

PAGE

POLYETHYLENE

PERMANENT REFERENCE MONUMENT

POINT OF TANGENCY

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

RIGHT OF WAY

TEMPORARY BENCH MARK

TELEPHONE

TURN POINT (BENCH RUN POINT)

TELEPHONE PEDESTAL

TRAVERSE

TYPICAL

UNIVERSAL TRANSVERSE MERCATOR

WITH

LINE LEGEND NOTE:

THE UTILITIES SHOWN HEREON WERE DESIGNATED USING

STANDARD SUE TECHNIQUES. THE EXTENT AND LIABILITY OF THIS

INFORMATION IS LIMITED TO THE STANDARDS FOR QUALITY LEVELS -

A, B, C, OR D (AS APPROPRIATE) UTILITY INVESTIGATION AS DEFINED

BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

PUBLICATION 38-02. LINETYPES SHOWN WITH (A), (B), (C), & (D), E.G.

BFOC(B) OR S(C), INDICATE THAT THE LINE MEETS THE APPROPRIATE

ASCE QUALITY LEVEL OF THAT LETTER.

UNDERGROUND CABLE TV

UNDERGROUND TELEPHONE

UNDERGROUND FIBER OPTIC

UNDERGROUND GAS LINE

UNDERGROUND WATER LINE

UNDERGROUND NON-POTABLE WATER

UNDERGROUND WATER LINE ABANDONED

UNDERGROUND SANITARY LINE (GRAVITY)

UNDERGROUND ELECTRIC LINE

UNDERGROUND STORM LINE

UNDERGROUND UNKNOWN UTILITY

CONTOUR

CONCRETE

ASPHALT

W-ABAN(B) W-ABAN(B)

NPW

U(B) U(B)

W(B) W(B)

BFOC(B) BFOC(B)

SERVICE CABINET

METAL WATER TANK #1509

METAL WATER TANK #1505

8" PALM

8" UNK TREE

W(B)

W (B)

W(B)

W (B)

BE(B)

U(B)

U(B) U(B)

U(B)

SD SD

W (B)

W(B)

W (B)

W(B)

W (B)

W(B)

W (B)

W(B)

W (B)

W (B

W(B)

W(B) W(B)

W(B)

BFOC(B)

BFO

C(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

C (B

BFO

(B)

BFO

C (B)

BFO

(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFOC(B)

BFO

C(B

BFOC(B)

BFO

C(B)

BFOC(B)

BE(B)

U(B)

W (B)

12' CHAINLINK FENCE

' C

12' CHAINLINK FENCE

1- STORY

METAL FRAME BUILDING

#1537

FINISH FLOOR EL. = 13.06'

1- STORY

CONCRETE BLOCK BUILDING

#1521

"PUBLIC WORKS STORAGE"

FINISH FLOOR EL. = 13.17'

1-STORY

METAL

FRAME

BUILDING

# 1507

PLASTIC

SHED

CONCRETE

PAVEMENT

CONCRETE

SLAB

CONCRETE

SLAB

TRANSFORMER ON

CONCRETE SLAB

12' CHAINLINK FENCE

' C

METAL WATER TANK #1520

FIBERGLASS

TANK ON

CONCRETE

PAD

GATE

BT(B)

BT(B) BT(B)

BT(B)

BELOW

GROUND

COMMUNICATION

VAULT

CONCRETE

SLAB

VAUGHN AVENUE

(ASPHALT PAVEMENT)

C O

N C

DITCH

BELOW

GROUND

COMMUNICATION

VAULT

BELOW

GROUND

VAULT

WATER VALVE

11.0

12.0

11.5

13.0

14.0

12.5

13.5

13.0

12.5

13.5

12.5

SD SD

STEEL CANOPY WITH (4)

METAL I-BEAMS

CONCRETE

12.5

12.0

12.5

12.0

12.5

.0 12

12.0

12.5

11.5

PUMP

LIFT STATION

TRANSFORMER ON

CONCRETE SLAB

X X

PUMP ON

CONCRETE

PAVEMENT STORM MANHOLE

RIM EL. = 13.10'

CONCRETE

PAD

DUMPSTER ON

CONCRETE PAD

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

WATER

VALVE

WATER

VALVE

DIESEL

FUEL TANK

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

PAD

FM(B)

(B)

WATER

VALVE

CONTROL BOX

FOR KEY CARD

OE - HV

OE - H

CONCRETE

POWER POLE

CONCRETE

POWER POLE

STANDPIPE

FIRE

HYDRANT

WATER VALVE

COVER CONCRETE

WALL

CONCRETE

WALL

SERVICE

BOX

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

PLASTIC

SHED

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1505

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1508

1- STORY

METAL FRAME BUILDING

#1543 CHEMISTRY LAB

FINISH FLOOR EL. = 13.16'

12.0

11.5

12.5

13.5

12.5

11.0 11.5

11.5

CATCH BASIN

EXISTING 8" RO REJECT (TBA)

8" TC G

RAVITY FO

R BACKW

ASK

METAL WATER TANK #1509

METAL WATER TANK #1505

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

G C

O N

15212185

V102

A1 EXISTING CONDITIONS PLAN - AREA 1

SCALE: 1"=20'

PLAN

NORTH

GRAPHIC SCALE(S)

1"=20'

SURVEYORS NOTES

A. THIS IS A LIMITED TOPOGRAPHIC SURVEY AND

DOES NOT PURPORT TO BE A BOUNDARY SURVEY.

B. UNDERGROUND UTILITIES SHOW HEREON WERE

DESIGNATED BY DRMP, INC. THE EXTENT AND

LIABILITY OF THIS INFORMATION IS LIMITED TO THE

STANDARDS FOR QUALITY LEVEL - B UTILITY

INVESTIGATION AS DEFINED BY THE AMERICAN

SOCIETY OF CIVIL ENGINEERS (ACSE) PUBLICATION

38-02.

C. THIS SURVEY IN ITS DIGITAL FORMAT IS INTENDED

TO BE DISPLAYED AT A 1"=20'.

D. THIS SURVEY IS REFERENCED HORIZONTALLY TO

THE UNIVERSAL TRAVERSE MERCATOR SYSTEM,

LOCAL GRID 18 NORTH, U.S. SURVEY FOOT.

HORIZONTAL CONTROL FOR THE SURVEY WAS

REFERENCED TO BASE A (X = 722546.11, Y =

8974490.97).

E. THE VERTICAL DATUM IS AUTEC LOCAL SITE DATUM.

VERTICAL CONTROL FOR THE SURVEY IS

REFERENCED TO "5175 RAMP 2018," ELEVATION =

7.24 FEET AND "S1 QUAY 2018," ELEVATION = 5.43

FEET.

F. LAST SURVEY DATE: 11/27/2024

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

Control Point 9

Control Point 10

8.9' 8.6'

8.8' 9.0'

9.1'

9.0'

9.60'

9.31'

9.38'

9.28'

9.3' 8.8'

9.1'

5" Tree

9.95'

9.93'

9.87'

9.83'

9.68'

9.21' 9.14'

9.29'

9.41' 9.71'

9.68' 9.71'

9.72'

9.81'

9.84'

9.85'

9.89'

9.82'

9.78'

9.76'

9.72' 9.58'

9.54' 9.50'9.70'

9.73'

9.68'

8.3'

9.72'

9.80'

9.86'

9.86' 9.68' 9.90'

9.78'

9.75'

8.9'

8.5'

9.0'

9.47'

9.77'

9.3'

9.9'

10.3'

10.1'

10.0'

9.8'

9.5'

9.3'

9.8'

9.7'

9.71'

9.60'

9.73'

9.51'

VVH 1

VVH 2

VVH 3

VVH 3A

VVH 4

VVH 5

VVH 5A

VVH 6B

VVH 6A

VVH 6

9.36'

9.16'

9.27'

9.07'

9.05'

9.03'

9.21'9.26'

9.59'

9.70'

W(B)

BT(B)

BFOC(B)

U(B)

BT(B)

BFO

(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BE(B)

W(B)

W (B)

W(B)

W (B)

W(B)

12" PVC

INV. = 8.24'

12" PVC

INV. = 8.22'

12" PVC

INV. = 8.23'

12" PVC

INV. = 8.25'

12"x18" CMP

INV. = 8.52'

12"x18" CMP

INV. = 8.20'

12"x18" CMP

INV. = 8.36'

12"x18" CMP

INV. = 8.32'

12" PVC

INV. = 8.25'

12" PVC

INV. = 8.20'

12" PVC

INV. = 8.20'

12" PVC

INV. = 8.19'

2" PVC

INV. = 9.44'

2" PVC

INV. = 9.38'

D I T C H

STOP

SIGN

COVERED

BUS STOP

PULLBOX FOR

ELECTRIC LINE

9.5

9.0 9.0

8.5

9.5

9.0

9.09.5

9.0

9.5

9.0

10.0

Soil Boring #7

Soil Boring #8

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

PLAN

NORTH

G C

O N

15212186

V103

A1 EXISTING CONDITIONS PLAN - AREA 2

SCALE: 1" = 10'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

1"=10'

A. UTILITIES SHOWN ON DRAWINGS ARE BASED ON

AERIAL IMAGERY AND AVAILABLE MAPS AND

RECORDS. SURVEY FOR THIS LOCATION AND

DETERMINATION OF CONSTRUCTION LIMITS OF

DISTURBANCE WILL BE INCLUDED IN THE NEXT

SUBMITTAL.

15212187

C001

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

PSI POUNDS PER SQUARE INCH

NTS NOT TO SCALE

MANHOLE

MILLIMETER

FLOWLINE

FIRE HYDRANT

NORTH, NORTHING

CLEAN OUT

MAX MAXIMUM

PAVEMENT

ASPHALT CONCRETE

CONC CONCRETE

MIN MINIMUM

SST STAINLESS STEEL

RCP REINFORCED CONCRETE PIPE

SIM SIMILAR

TYP TYPICAL

ELEVATION

DIA, Ø DIAMETER

CUB CONSOLIDATED UTILITIES BUILDING

STA STATION

APPROX APPROXIMATE

EXISTING

ABBREVIATIONS

PIV POST INDICATOR VALVE

BLDG BUILDING

CI CAST IRON

ELECTRICAL

ELB ELBOW

FDC

F FLANGE

FIRE DEPARTMENT CONNECTION

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

PED

PE POLYETHYLENE

PEDESTRIAN

PVMNT

RADIUSR, RAD

VERT VERTICAL

ADA AMERICANS WITH DISABILITIES ACT

SANITARY SEWER

ABND

CMP CORRUGATED METAL PIPE

CONST CONSTRUCT

ELECT

EP EDGE OF PAVEMENT

FFE FINISHED FLOOR ELEVATION

G GAS, GROUND

HC HEATING/COOLING

OVERHEAD

PCCP

TBC TOP BACK OF CURB

TG TOP OF GRATE

W WATER

SIDEWALKSW

STND STANDARD

STRUCT STRUCTURAL

ABA

~ APPROXIMATELY

AND

ABANDONED

COORD COORDINATE

DEMO

CB CATCH BASIN

GB GRADE BREAK

BURIEDBUR

C.O.

SPEC'D SPECIFIED

TOP OF CONCRETETOC

EQUIP EQUIPMENT

BMP BEST MANAGEMENT PRACTICE

IE INVERT ELEVATION

PLS PURE LIVE SEED

TOP OF SLABTOS

TOW, TW TOP OF WALL

POINT OF CURVATURE

STANDARD DETAIL / STORM DRAIN

DEMOLISH OR DEMOLITION

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

DUCTILE IRON/DROP INLET

W/ WITH

EL, ELEV

FG FINISHED GRADE

HDPE HIGH DENSITY POLYETHYLENE

L LENGTH

LOG LIP OF GUTTER

LP LOW POINT

LT LEFT

PCC PORTLAND CEMENT CONCRETE

PVC POLYVINYL CHLORIDE OR

POINT OF VERTICAL CURVATURE

PT POINT OF TANGENCY

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

REQ'D REQUIRED

RT RIGHT

SF SECURITY FORCES

S,SS,SAN

CIVIL LEGENDGENERAL NOTES:

CONSTRUCTION NOTES:

EROSION & SEDIMENT CONTROL (ESC) NOTES:

CONTRACTING OFFICER

BC BACK OF CURB

EOS EDGE OF SLAB/SIDEWALK

PORTLAND CEMENT CONC PAVEMENT

SOG SLAB ON GRADE

SIGNOR

CENTER LINE, BUILDING, ROAD, ETC.

GUY ANCHOR

CATCH BASIN OR INLET

ELECTRICAL JUNCTION BOX

POST OR BOLLARD

ELECTRICAL TRANSFORMER

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

TELECOM MANHOLE

EDGE OF PAVEMENT

WATER LINE

STORM DRAIN LINE

GRAVITY SANITARY SEWER LINE

ELECTRICAL MANHOLE

J X

SAN

COMM COMMUNICATION

UTILITY POLE

LIGHT POLE

FIRE HYDRANT

CLEANOUT

POST INDICATOR VALVE

W WATER VAULT

TELECOMMUNICATION PEDESTAL

FIRE DEPARTMENT CONNECTION

VALVE AND VALVE BOX

ELECTRICAL

SIGNOR

GOV GOVERNMENT OWNED VEHICLES

TOR

ABN ABANDON

ARCHITECTURAL BARRIERS ACT

A-T ANTI-TERRORISM

CCSD CONVENTIONAL CONSTRUCTION

STANDOFF DISTANCE

OH, OVH

ESC EROSION AND SEDIMENT CONTROL

UG UNDERGROUND

UST UNDERGROUND STORAGE TANK

A-T LIMITS

SILT FENCE

DWG DRAWING

HP HIGH POINT

POV PRIVATELY OWNED VEHICLE

INV INVERT

GPS GLOBAL POSITIONING SYSTEM

STORMWATER MANAGEMENTSWM

BCSM BRASS CAP SURVEY MONUMENT

EXISTING SEWER CLEANOUT

EXISTING WATER VALVE

BORING LOCATION

COMM

IN CONTRACTEXSITING

FENCE

A. EXISTING SITE FEATURES AND UTILITIES SHOWN ARE BASED ON INFORMATION PROVIDED BY NAVFAC AND TOPOGRAPHIC SURVEY PERFORMED NOVEMBER 2024. EXISTING CONDITIONS MAY VARY FROM

THOSE SHOWN ON THESE PLANS.

B. MAINTAIN, RELOCATE OR REPLACE EXISTING MONUMENTS WHICH ARE DISTURBED OR DESTROYED

DURING CONSTRUCTION. LICENSED SURVEYOR MUST PERFORM THE WORK TO PRODUCE THE SAME

LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER.

C. MEASUREMENTS SHOWN ARE FROM FACE OF CURB OR EDGE OF PAVING UNLESS OTHERWISE NOTED.

D. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR

LIGHT-LINED. NEW FINISHED GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

A. ALL DISTURBED SURFACES MUST BE RETURNED TO ORIGINAL OR BETTER CONDITION AS

APPROVED BY THE CONTRACTING OFFICER.

B. FIELD VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION AND PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. UTILITIES SHOWN ON DRAWINGS ARE

BASED ON THE BEST AVAILABLE INFORMATION, AND MAY NOT REFLECT THE ACTUAL FIELD

CONDITIONS OR LOCATIONS OF UNDERGROUND STRUCTURES OR EXISTING UTILITIES. ASSUME

RESPONSIBLITY FOR ANY AND ALL DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION.

C. CONTACT BASE PUBLIC WORKS ALLOWING THIRTY (30) WORKING DAYS ADVANCE NOTICE IN

ORDER THAT UNDERGROUND UTILITIES CAN BE LOCATED AND MARKED PRIOR TO CONSTRUCTION

SO AS NOT TO IMPEDE CONSTRUCTION PROGRESS.

D. USE EXTREME CARE IN ALL EXCAVATIONS TO AVOID CONFLICTS WITH ALL UTILITIES MARKED OR

UNMARKED. PRESERVE ANY AND ALL UTILITIES AND STRUCTURES WITHIN 1 METER OF FIELD

MARKED UNDERGROUND UTILITIES.

E. NOTIFY CONTRACTING OFFICER PRIOR TO REMOVING ANY COMMUNICATIONS EQUIPMENT (FIBER OPTIC, COPPER CABLE, ETC.). IF ANY TYPE OF COMMUNICATION EQUIPMENT SHOULD NEED TO BE

RELOCATED, SEE ELECTRICAL AND TELECOM DRAWINGS FOR ADDITIONAL INFORMATION.

F. MAINTAIN NORMAL OPERATING FUNCTIONS OF ALL UTILITY SYSTEMS THROUGH THE

CONSTRUCTION SITE FOR THE ENTIRE DURATION OF PROJECT.

G. PROVIDE GOOD HOUSEKEEPING WITHIN THE PROJECT AREA THROUGHOUT THE DURATION OF THE

PROJECT.

H. COORDINATE LOCATION OF LAY DOWN AND STAGING AREAS WITH CONTRACTING OFFICER PRIOR

TO MOBILIZATION.

I. FOR BIDDING PURPOSES, INCLUDE ALL COSTS TO PROVIDE AND INSTALL A MINIMUM OF 20 PERCENT ADDITIONAL PVC C900 PIPING BEYOND THE PROJECT REQUIREMENTS IN THE EVENT OF UNFORESEEN FIELD CONDITIONS. ADDITIONAL PIPING MUST BE STOCKPILED ONSITE PRIOR TO

WATERMAIN INSTALLATION ACTIVITIES IN ORDER TO AVOID DELAY SHOULD THEY BE NEEDED.

J. FIELD VERIFY THE PRESENCE AND LOCATION OF ANY EXISTING TREES WITHIN THE PROJECT LIMITS THAT ARE NOT SHOWN ON THE SURVEY. IF ANY TREES ARE IDENTIFIED, NOTIFY THE CONTRACTING

OFFICER PRIOR TO ANY REMOVAL OR DISTURBANCE. TREE REMOVAL IS PROHIBITED WITHOUT

WRITTEN APPROVAL AND MUST BE IN ACCORDANCE WITH 01 57 19, AND AUTEC'S POLICY ON THE

PROTECTION OF NATURAL RESOURCES.

A. PROVIDE ALL NECESSARY EROSION CONTROL AS FIELD CONDITIONS REQUIRE. SUBMIT AN EROSION AND SEDIMENT CONTROL (ESC) PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL AS SPECIFIED

PRIOR TO STARTING CONSTRUCTION.

B. MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AT ALL TIMES. MAINTENANCE OF BOTH TEMPORARY AND PERMANENT EROSION CONTROL MEASURES MUST BE CONSIDERED INCIDENTAL.

C. STORM RUNOFF WATER MUST NOT BE ALLOWED TO LEAVE THE SITE UNTREATED (LADEN WITH SUSPENDED SEDIMENT). IF THIS OCCURS, ASSUME SOLE RESPONSIBLITY FOR ANY PERMIT VIOLATIONS AND SEDIMENT

CLEAN UP.

D. PROVIDE SILT FENCE OR BIOFILTER BAGS ON EXISTING INLETS, AS REQUIRED, PRIOR TO BEGINNING AND DURING CONSTRUCTION TO PROTECT AREA ADJACENT TO WORK FROM SEDIMENT BUILD-UP AND EROSION.

E. ALL AREAS DISTURBED DURING CONSTRUCTION MUST RECEIVE TEMPORARY AND PERMANENT

STABILIZATION AS DIRECTED BY THE CONTRACTING OFFICER.

F. ENSURE ALL INSPECTIONS ARE PERFORMED AND RECORDS AND PLANS ARE AVAILABLE ONSITE AS

REQUIRED BY ANY PERMITS.

G. APPLY WATER, OR AGGREGATE TO CONTROL DUST AS NECESSARY.

H. INITIAL ESC PRACTICES ARE THOSE INSTALLED PRIOR TO ANY LAND DISTURBANCE, FINAL ESC PRACTICES ARE INSTALLED TO PROTECT NEWLY INSTALLED STORMWATER INFRASTRUCTURE FROM SEDIMENTATION.

I. SEQUENCE CONSTRUCTION SO THAT DURATION OF BARE SOIL CONDITIONS IS MINIMIZED FOR EACH

DISCRETE AREA OF LAND DISTURBANCE.

J. INSTALL PERIMETER CONTROLS AS A FIRST STEP IN DEMOLITION AND ROUGH GRADING.

K. TEMPORARY MATTING, BASE STONE, OR OTHER STABILIZATION MUST BE PROVIDED IMMEDIATELY AFTER

ROUGH GRADING.

L. CLEARLY MARK WITH FLAGS, SIGNS, ETC. ALL AREAS WHICH ARE NOT DISTURBED.

M. CLEAN UP AND REMOVE TEMPORARY ESC AFTER ACHIEVING ADEQUATE STABILIZATION AND APPROVAL

FROM CONTRACTING OFFICER.

N. PERMANENT STABILIZATION: STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION WITH PERMANENT

MATTING, BASE STONE, OR RIP RAP IMMEDIATELY FOLLOWING FINISH GRADING.

O. NO MORE THAN 100 LINEAR METERS OF TRENCH MAY BE OPEN AT ONE TIME. PROTECT TEMPORARY STOCKPILES WITH MATTING OR PLASTIC SHEETING. PROPERLY BACKFILL, COMPACT, AND PERMANENTLY

STABILIZE TRENCHES.

EXST, EX

RO REVERSE OSMOSIS

CL, C CENTERLINEL

LCS LITTORAL COMBAT SHIP

FIRE LINE

UNDERGROUND ELECTRICAL

EXISTING LIGHTING POLE

MAIN FUEL PIPINGLPG

LIMIT OF DISTURBANCELOD

SAN

EOR

kPA KILOPASCAL

RE REFER

EXISTING CHAIN LINK GATE

HSS HOLLOW STRUCTURAL SECTION

RE REFERENCE

O.C. ON CENTER

TC TOP OF CURB

BOTTOM OF WALLBW

DB DUCT BANK

EMH ELECTRICAL MANHOLE

M METER

O.D. OUTSIDE DIAMETER

SQ SQUARE

NON-POTABLE WATERNPW NPW

EXISTING ELECTRICAL MANHOLEOR

E EXISTING ELECTRICALx

SURVEY CONTROL POINT

STORM INLET PROTECTION

OR SS

C OR

MAJOR CONTOURS

MINOR CONTOURS

FUEL OIL SUPPLYFOS

SURVEY CONTROL POINT

BLDG DOOR OR DOUBLE DOOROR

EXISTING FIRE BOX

EXISTING IRRIGATION VALVEV

EXISTING FIRE HYDRANT

EXISTING IRRIGATION MANHOLE

OR EARTH ROD WITH CONCRETE

BLOCK/COVER

CHILLED WATER STRUCTURE

MG MILLION GALLON

GRAVEL SURFACING

CONCRETE (PVMNT,PAD,SW)

DRAINAGE FLOW ARROW

I.D INNER DIAMETER

Control Point 4

Control Point 5

.21

.23

12.29'

12.67'

.35

.67

.4'

.3'

.32

.40

.3'

.40

.30

.26

.35

.23

.01

.7'11

.7'

.4'11 .5'

.4'

.5'

.96

.14

.9'12

.1'

.4'

.49

.58

.86

.90

.04

.26

.47

.86

.81

.61

.35

.28

.29

.33

.49

.54

.47

.56

' 12 .77

.01

.87

.58

.39

.04

.78

.69

.58

.51

.7'

.2'

.9'

.2'

.4'

.3'

.5'

.80

.96

.04

.08

.29

.15

.18

.19

.22

.25

.07

.06

.16

.35

.99

.91

.89

.21

.48

.78

.2'

.8'

11.9'

11.8'

12.0'

.4' 12

.4'

.5'

.7'

.8'

.1'

.5'

.8'

.7'

.5'

.7'

.8'

.7'

.6'

.7'

.6'

Control Point 6

.85

.96

Control Point 3

.9'

.8'

.0'

.44

.53

.86

.87

.69

.44

.72

.85

.78

.63

.72

.73

.65

.61

.60

.61

.52

.70

.94

.12

.82

.74

.9'

.7'

.6'

.62

.63

.7'

.2'

.3'

.9'

.5'

.7'

.8'

.9'

11.9'

.4' 11.5'

.5'

.3'

.5'

.3'

.7'

.2'

.1'

.9'

.8'

.6'

.3'

.1'

.7'

.8'

12.6'

.6'

.2'

.0'

.8'

.0'

.2'

.8'

.6'

.4'

.9'

.7'

.4'

.5'

.8'

.4'

.6'

.5'

Control Point 7

.7'

12.6'

Control Point 8

.50

.55

.59

.55

12.4'

12.8'

.4'

.6'

W(B)

W (B)

W(B)

W (B)

BE(B)

U(B)

U(B) U(B)

U(B)

SD SD

W (B)

W(B)

W (B)

W(B)

W (B)

W(B)

W (B)

W (B

W(B)

W(B) W(B)

W(B)

BFOC(B)

BFO

C(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

C (B

BFO

(B)

BFO

C (B)

BFO

(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFOC(B)

BFO

C(B

BFOC(B)

BFO

C(B)

BFOC(B)

BE(B)

U(B)

W (B)

12' CHAINLINK FENCE

' C

12' CHAINLINK FENCE

1- STORY

METAL FRAME BUILDING

#1537

FINISH FLOOR EL. = 13.06'

1- STORY

CONCRETE BLOCK BUILDING

#1521

"PUBLIC WORKS STORAGE"

FINISH FLOOR EL. = 13.17'

1-STORY

METAL

FRAME

BUILDING

# 1507

PLASTIC

SHED

CONCRETE

PAVEMENT

CONCRETE

SLAB

CONCRETE

SLAB

TRANSFORMER ON

CONCRETE SLAB

12' CHAINLINK FENCE

' C

METAL WATER TANK #1520

FIBERGLASS

TANK ON

CONCRETE

PAD

GATE

BT(B)

BT(B) BT(B)

BT(B)

BELOW

GROUND

COMMUNICATION

VAULT

CONCRETE

SLAB

VAUGHN AVENUE

(ASPHALT PAVEMENT)

C O

N C

DITCH

BELOW

GROUND

COMMUNICATION

VAULT

WATER VALVE

11.0

12.0

11.5

13.0

14.0

12.5

13.5

13.0

12.5

13.5

12.5

SD SD

STEEL CANOPY WITH (4)

METAL I-BEAMS

CONCRETE

12.5

12.0

12.5

12.0

12.5

.0 12

12.0

12.5

11.5

PUMP

LIFT STATION

TRANSFORMER ON

CONCRETE SLAB

X X

PUMP ON

CONCRETE

PAVEMENT STORM MANHOLE

RIM EL. = 13.10'

CONCRETE

PAD

DUMPSTER ON

CONCRETE PAD

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

WATER

VALVE

WATER

VALVE

DIESEL

FUEL TANK

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

PAD

12.5'

FM(B)

WATER

VALVE

CONTROL BOX

FOR KEY CARD

OE - HV

OE - H

CONCRETE

POWER POLE

WATER VALVE

COVER CONCRETE

WALL

CONCRETE

WALL

SERVICE

BOX

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

PLASTIC

SHED

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1505

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1508

1- STORY

METAL FRAME BUILDING

#1543 CHEMISTRY LAB

FINISH FLOOR EL. = 13.16'

12.0

11.5

12.5

13.5

12.5

11.0 11.5

11.5

CATCH BASIN

EXISTING 8" RO REJECT (TBA)

8" TC G

RAVITY FO

R BACKW

ASK

METAL WATER TANK #1509

METAL WATER TANK #1505

LOD

LOD LOD

LOD

LODLODLODLOD

LOD

SFSFSF

PLAN

NORTH

O N

A N

D E

R O

N C

O N

15212188

CD101

A1 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 1

SCALE: 1"=20'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

STRUCTURE

DEMOLITION

DEMO LEGEND, SEE NOTE A

UTILITY OR FENCE

DEMOLITION

1"=20'

1. RAW WATER TANK 1520

2. REMOVE AND RELOCATE SODA ASH BUILDING AND

EQUIPMENT. DEMOLISH EXISTING FOUNDATION. SEE

SHEET CS102

3. REMOVE FENCE, SEE NOTE O

4. LIMITS OF DISTURBANCE

5. BUILDING 1537 WATER TREATMENT

6. BUILDING 1543 LABORATORY BUILDING

7. BUILDING 1507 UTILITY BUILDING

8. BUILDING 1506 FINISHED WATER AND FIRE PUMPING

9. BUILDING 1508 RAW WATER FILTERS

10. 3-INCH PVC RAW WATER TO RAW WATER TRANSFER

STATION

11. DEMOLISH TANK 1509 FINISHED WATER AND

FOUNDATION. SEE NOTE F

12. DEMOLISH TANK 1505 FINISHED WATER AND

FOUNDATION. SEE NOTE F

13. TANK 1555 BUFFER TANK

14. RAW WATER TANK DRAIN

15. 8-INCH FILTER BACKWASH TO BLUE HOLE

16. 8-INCH RAW WATER TO TANK 1520

17. RAW WATER TO BUILDING 1508 RAW WATER FILTERS

18. FILTERED RAW WATER TO BUFFER TANK1555

19. FILTERED RAW WATER TO INTERIOR FILTERS

20. 8-INCH RO REJECT TO SAN

21. SILT FENCE, SEE C1/CS501

22. DEMOLISH ELECTRICAL CONDUIT

23. DEMOLISH BURIED WATER SERVICE

24. DEMOLISH CONCRETE PAD

25. CONSTRUCTION SECURITY FENCE, SEE NOTE O AND A1/

CS501

A. SEE V-101 FOR SURVEY LEGEND AND C-001 FOR CIVIL

LEGEND

B. EXCEPT FOR EROSION AND SEDIMENT CONTROL

MEASURES AND CONSTRUCTION SECURITY FENCING,

ALL FEATURES SHOWN ARE EXISTING CONDITIONS.

DEMOLISHED FEATURES ARE BLACK. REMAINING

FEATURES ARE SCREENED. PROTECT FEATURES TO

REMAIN, UNLESS OTHERWISE NOTED.

C. REPAIR PAVEMENT DISTURBED OR DAMAGED DURING

CONSTRUCTION AND DEMOLITION ACTIVITIES.

D. PROTECT REMAINING FEATURES AS NECESSARY

UNLESS OTHERWISE NOTED.

E. CAP AND ABANDON THE EXISTING UTILITY PIPES TO BE

REMOVED AT THE LIMITS OF CONSTRUCTION.

F. PHASE TANK 1505 AND 1509 DEMO WITH TANK

CONSTRUCTION. DO NOT IMPEDE FULL OPERATION OF

PLANT AT ANY TIME DURING CONSTRUCTION. PLANT

MUST HAVE 1MG OF FINISHED WATER AT ALL TIMES.

G. SOIL DISTURBING ACTIVITIES INCLUDE PLACEMENT OF

EROSION AND SEDIMENT CONTROL PRIOR TO

DEMOLITION, SITE CLEARING AND GRUBBING, GRADING

OPERATIONS, FACILITIES CONSTRUCTION, TRENCH

EXCAVATION AND BACKFILL, AND SURFACE

RESTORATION. SEE CS102 FOR ADDITIONAL DETAIL ON

SURFACE RESTORATION OF TANK(S) DEMOLITION.

H. EROSION CONTROL MEASURES MUST BE IN PLACE

PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND

MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

I. MAINTAIN ALL EROSION CONTROL MEASURES FOR THE

FULL DURATION OF THIS CONTRACT.

J. ALL PERIMETER EROSION AND SEDIMENT CONTROL

DEVICES MUST BE IN PLACE PRIOR TO COMMENCEMENT

OF SITE WORK AND REMAIN UNTIL COMPLETION OF

WORK. INSPECT, REPAIR, AND REPLACE DAMAGED

ITEMS AS NEEDED.

K. LOD HAS BEEN ADJUSTED FOR LEGIBILITY, WHEN THE

LOD IS ADJACENT TO A LINEAR EROSION CONTROL

MEASURE, THE LOD TERMINATES AT THE FEATURE.

L. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

DEMOLITION

M. FIELD VERIFY THICKNESS OF EXISTING FOUNDATIONS,

AS NEEDED.

N. BACKFILL EXCAVATED AREAS WITH SATISFACTORY

MATERIAL AND RESEED.

O. PROVIDE CONSTRUCTION SECURITY FENCE PRIOR TO

REMOVAL OF FENCING TO ENSURE SITE IS SECURE FOR

THE ENTIRE DURATION OF CONSTRUCTION.

VEGETATION

REMOVAL

CONSTRUCTION

SECURITY FENCE

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

Control Point 9

Control Point 10

5" Tree

W(B)

BT(B)

BFOC(B)

U(B)

BT(B)

BFO

(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BE(B)

W(B)

W (B)

W(B)

W (B)

W(B)

12" PVC

INV. = 8.24'

12" PVC

INV. = 8.22'

12" PVC

INV. = 8.23'

12" PVC

INV. = 8.25'

12"x18" CMP

INV. = 8.52'

12"x18" CMP

INV. = 8.20'

12"x18" CMP

INV. = 8.36'

12"x18" CMP

INV. = 8.32'

12" PVC

INV. = 8.25'

12" PVC

INV. = 8.20'

12" PVC

INV. = 8.20'

12" PVC

INV. = 8.19'

2" PVC

INV. = 9.44'

2" PVC

INV. = 9.38'

D I T C H

STOP

SIGN

COVERED

BUS STOP

PULLBOX FOR

ELECTRIC LINE

9.5

9.0 9.0

8.5

9.5

9.0

9.09.5

9.0

9.5

9.0

10.0

SFSF

LOD

CONCRETE SIDEWALK

(ASPHALT PAVEMENT)

PLAN

NORTHA1 CIVIL DEMOLITION AND EROSION CONTROL PLAN - AREA 2

SCALE: 1"=10'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

LEGEND

1"=20''

A. SEE V-101 FOR SURVEY LEGEND AND C-001

FOR CIVIL LEGEND

B. EXCEPT FOR EROSION AND SEDIMENT

CONTROL MEASURES, ALL FEATURES SHOWN

ARE EXISTING CONDITIONS. DEMOLISHED

FEATURES AND EROSION AND SEDIMENT

CONTROLS ARE BLACK. FEATURES TO

REMAIN ARE SCREENED. PROTECT FEATURES

TO REMAIN, UNLESS OTHERWISE NOTED

C. REPAIR PAVEMENT DISTURBED OR DAMAGED

DURING CONSTRUCTION AND DEMOLITION

ACTIVITIES.

D. PROTECT REMAINING FEATURES AS

NECESSARY UNLESS OTHERWISE NOTED.

E. CAP AND ABANDON THE EXISTING UTILITY

PIPES TO BE REMOVED AT THE LIMITS OF

CONSTRUCTION.

F. DO NOT IMPEDE FULL OPERATION OF PLANT

AT ANY TIME DURING CONSTRUCTION. PLANT

MUST HAVE 1MG OF FINISHED WATER AT ALL

TIMES.

G. SOIL DISTURBING ACTIVITIES INCLUDE

PLACEMENT OF EROSION AND SEDIMENT

CONTROL PRIOR TO DEMOLITION, SITE

CLEARING AND GRUBBING, GRADING

OPERATIONS, FACILITIES CONSTRUCTION,

TRENCH EXCAVATION AND BACKFILL, AND

SURFACE RESTORATION.

H. EROSION CONTROL MEASURES MUST BE IN

PLACE PRIOR TO ANY OTHER CONSTRUCTION

ACTIVITY AND MAINTAINED UNTIL

PERMANENT GROUND COVER IS

ESTABLISHED.

I. MAINTAIN ALL EROSION CONTROL MEASURES

FOR THE FULL DURATION OF THIS CONTRACT.

J. ALL PERIMETER EROSION AND SEDIMENT

CONTROL DEVICES MUST BE IN PLACE PRIOR

TO COMMENCEMENT OF SITE WORK AND

REMAIN UNTIL COMPLETION OF WORK.

INSPECT, REPAIR, AND REPLACE DAMAGED

ITEMS AS NEEDED.

K. LOD HAS BEEN ADJUSTED FOR LEGIBILITY,

WHEN THE LOD IS ADJACENT TO A LINEAR

EROSION CONTROL MEASURE, THE LOD

TERMINATES AT THE FEATURE.

1. REMOVE 6-INCH PVC HYDRANT SERVICE FOLLOWING

CONSTRUCTION OF 6-INCH HYDRANT SERVICE. SEE

CU103. DO NOT DISRUPT SERVICE.

2. SILT FENCE, SEE C1/CS501

3. HAY BALE FILTER, SEE C2/CS501

UTILITY

DEMOLITION

03 SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

O N

A N

D E

R O

N C

O N

15212189

CD102

DEMO LEGEND, SEE NOTE A

8" UNK TREE

11" UNK TREE

12' CHAINLINK FENCE

' C

12' CHAINLINK FENCE

1- STORY

METAL FRAME BUILDING

#1537

FINISH FLOOR EL. = 13.06'

1- STORY

CONCRETE BLOCK BUILDING

#1521

"PUBLIC WORKS STORAGE"

FINISH FLOOR EL. = 13.17'

1-STORY

METAL

FRAME

BUILDING

# 1507

PLASTIC

SHED

CONCRETE

PAVEMENT

CONCRETE

SLAB

CONCRETE

SLAB

TRANSFORMER ON

CONCRETE SLAB

12' CHAINLINK FENCE

' C

METAL WATER TANK #1520

FIBERGLASS

TANK ON

CONCRETE

PAD

GATE

BELOW

GROUND

COMMUNICATION

VAULT

CONCRETE

SLAB

VAUGHN AVENUE

(ASPHALT PAVEMENT)

C O

N C

DITCH

BELOW

GROUND

COMMUNICATION

VAULT

BELOW

GROUND

VAULT

WATER VALVE

STEEL CANOPY WITH (4)

METAL I-BEAMS

PUMP

LIFT STATION

TRANSFORMER ON

CONCRETE SLAB

PUMP ON

CONCRETE

PAVEMENT

STORM MANHOLE

RIM EL. = 13.10'

CONCRETE

PAD

DUMPSTER ON

CONCRETE PAD

CONCRETE

PAD

WATER

VALVE

DIESEL

FUEL TANK

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

PAD

CONTROL BOX

FOR KEY CARD

OE - HV

OE - H

CONCRETE

POWER POLE

CONCRETE

POWER POLE

STANDPIPE

FIRE

HYDRANT

WATER VALVE

COVER CONCRETE

WALL

CONCRETE

WALL

SERVICE

BOX

CONCRETE

DRIVEWAY

CONCRETE

DRIVEWAY

PLASTIC

SHED

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1505

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1508

1- STORY

METAL FRAME BUILDING

#1543 CHEMISTRY LAB

FINISH FLOOR EL. = 13.16'

CATCH BASIN

EXISTING 8" RO REJECT (TBA)

8" TC G

RAVITY FO

R BACKW

ASK

METAL WATER TANK #1509

METAL WATER TANK #1505

TELE

W(B)

SAN

CATV (OH)

W(B)

W (B)

BUILDING #1218

(F.F.E.=11.69)

EX. CONCRETE SIDEWALK

COMM

PB #24

COMM

PB #25

UGE 208V

8V REFRIGERATION UNIT #1220

(F.F.E.=12.51)

REFRIGERATION UNIT #1232

(F.F.E.=12.39)

EX. ASPHALT PARKING

EX. 2" PVC WATER MAIN

EX. 2" PVC

U G

BUILDING #1202

(F.F.E.=11.31)

EX. CONC. AC

PAD

(ELEV.=9.19)

SHED

(F.F.E.=9.72')

BLDG. #1209

(F.F.E.=9.99')

UGE 4160V

8" BLOCK WALL

TOP=11.19'

TRANSFORMER

(#3011)

UGE 208V

FAC. #1210

FUEL OIL TANK

SMH TOP=9.66'

INV = 4.24' A42

INV = 4.83' 6" W

INV = 7.38' 4" BLDG

INV = 5.12' 4" BLDG

SMH TOP=9.76'

INV = 3.78' A43

INV = 3.76' A39

INV = 6.26' 4" BLDG

EX. RAMP 6" TC A43

EX. ASPHALT

PARKING AREA

A42

70.29 L.F 8" T.C.

SEWER MAIN @ 0.65%

116.18 L.F 8" T.C.

SEWER MAIN @ 0.97%

6" T.C. SERVICE

EX. 10" PVC WATER MAINU.G.FIBER OPTIC

S50

EX. TRENCH DRAIN

TOP ELEV. = 8.7

FLOW LINE 10" PVC = 7.25

BOTTOM ELEV. = 4.7

GRASS

ISALND

EX. ASPHALT PARKING

EX. CONCRETE SIDEWALK

273 L.F. 10" PVC STORM PIPE @ 0.21%

. C

EX. ASPHALT

PARKING

POWER POLE

(D309)

8" CONC.

CURB

6" CONC

CURB

(F .F

COMM

PB #3

EX. ASPHALT

PARKING

CONC.

STOOP

2" W

ATER SERVICE

POWER

POLE

(D354)

EX. CONC.

PAD

TRANS.

#3012

CONCRETE

GENERATOR

PAD POWER POLE

(D350)SMH TOP=9.09'

INV IN = 2.38' A37

INV OUT = 2.24' A39

INV IN = 2.30' BLDG

SMH TOP=8.73'

INV = 2.13' A38

INV = 2.63' A42

INV = 2.05' A41

4" TC

A38

A39

" T C

.3 1%

U.G. F.O., C

ATV & PHONE

4 CONDUITS

0" T

.1 5%

2-4" PVC DUCT

BUILDING #1204

(F.F.E.=10.75)

S44

S47

A19

A41

A24

SMH TOP=8.20'

INV = 1.77' A19

INV = 1.80' A39

INV = 1.81' BLDG

#1321

R.O. WELL FIELD

PUMP #2

#1321

R.O. WELL FIELD

PUMP #1

24" NYLOPLAST

DRAINAGE BASIN

TOP = 6.70'

INV = 4.70'

BOT. IN

LET = 3.70'

SMH TOP=8.17'

INV = 1.37' A41

INV = 1.37' A4

INV = 1.97' A24

WELL 2N

WELL 2S

WELL 1N

WELL 1S

(ASPHALT)

BEEBE AVENUE

℄SWALE

POWER POLE

(AD307)

24" NYLOPLAST

DRAINAGE BASIN

TOP = 7.48'

INV = 5.18'

BOT. IN

LET = 4.18'

" T C

.4 5%

60 L.F 15" PCP

@ 0.50%

UGE 208V

TRANSFORMER

(#3013)

FAC #1211

FUEL OIL TANK

EX. 1' THICK

STONE WALL

8' TALL

UGE 4160V

EX. 6" PVC WATER MAIN

220.13 L.F 8" PVC

SEWER MAIN @ 1.65%

6" PVC SS

. 2

" P

312.09 L.F 8" PVC

SEWER MAIN @ 0.86%

EX. CONCRETE SIDEWALK

. 3

" P

SMH TOP=9.85'

INV = 5.60' A19

INV = 5.65' A23

INV = 6.15' BLDG

" C

U.G.PHONE

6 PAIR D.B.

3" PVC RAW WATER MAIN

CONC

AD.

FUEL TANK

EX. CONC.

CONTAINMENT

PAD

6" CI FUEL LINE

EX. CONC.

CONTAINMENT

PAD

#1503

FUEL TANK

4" F

3" F

CONC

PAD

CONC

PAD

EX GRAVEL

AREA

TRANSFORMER

(#3020)

EX. 1 STORY WATER

FILTRATION SYSTEM

BUILDING #1518

EX. FENCE

WITH METAL POLES

(TYP)

POWER

POLE

(A501)

INV. = 8.68

EX. CONC

PAD

ELEC PB

UGE 208V

#1553

AVJET BOTTOM

LOADER

UGE 208V

AVJET 4" TO 3"

4 " CU W.S.

W (B

W(B)

BE(B)

W(B)

W (B)

W(B)

W (B)

W(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

TELE

BE(B) BE(B)

BE(B)

EX.

CONC

PAD

FUEL TANK

SAN

Y H

SAN

CATV (O

TELE

C COM COM

COM

TELE

TOP OF BANK

WATER SURFACE

4' WIRE FENCE

Maury Ave.

Pi lls bu ry

S t.

Pi lls bu ry

S t.

Pi lls bu ry

S t.

EX. CONC. PAD W/

TRAILER

LOD

D LOD

LOD

CS102

CS103

Control Point 9

Control Point 10

5" Tree

12" PVC

INV. = 8.24'

12" PVC

INV. = 8.22'

12" PVC

INV. = 8.23'

12" PVC

INV. = 8.25'

12"x18" CMP

INV. = 8.52'

12"x18" CMP

INV. = 8.20'

12"x18" CMP

INV. = 8.36'

12"x18" CMP

INV. = 8.32'

12" PVC

INV. = 8.25'

12" PVC

INV. = 8.20'

12" PVC

INV. = 8.20'

12" PVC

INV. = 8.19'

2" PVC

INV. = 9.44'

2" PVC

INV. = 9.38'

D I T C H

STOP

SIGN

COVERED

BUS STOP

9.5

9.0

8.5

9.5

9.0

9.09.5

9.0

9.5

9.0

10.0

SEAL

A/E INFO

1764652

JKBJKB

B A

H A

M A

D R

O S

N D

O F

Y N

G S

M S

C O

M M

S E

C O

R N

N , J

O N

E, F

M S

S O

E W

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

WWW.JACOBS.COM

1 2 3 4 5

KN/AG

PLAN

NORTH

, G

, A N

D D

15212190

CS101

A1 OVERALL SITE, GRADING, AND DRAINAGE PLAN

SCALE: 1"=100'

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

SHEET KEYNOTES#

1"=100'

A. UTILITIES SHOWN ON DRAWINGS ARE BASED

ON TOPOGRAPHY AND UTILITY SURVEYS

PERFORMED IN NOVEMBER 2024 AND APRIL

2025, AND AVAILABLE MAPS AND RECORDS.

1. AREA 1 - GROUND STORAGE TANK SITE

2. AREA 2 - ELEVATED TANK SITE

3. BLUE HOLE

8" PALM

8" UNK TREE

U(B)

U(B) U(B)

U(B)

SD SD

BFOC(B)

BFO

C(B)

BFOC(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

C (B

BFO

(B)

BFO

C (B)

BFO

(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFO

C(B)

BFOC(B)

BFO

C(B

BFOC(B)

BFO

C(B)

BFOC(B)

U(B)

12' CHAINLINK FENCE

CONCRETE

SLAB

TRANSFORMER ON

CONCRETE SLAB

METAL WATER TANK #1520

FIBERGLASS

TANK ON

CONCRETE

PAD

BELOW

GROUND

COMMUNICATION

VAULT

CONCRETE

SLAB

BELOW

GROUND

COMMUNICATION

VAULT

WATER VALVE

11.0

12.0

11.5

13.0

12.5

13.5

13.0

12.5

13.5

12.5

SD SD

STEEL CANOPY WITH (4)

METAL I-BEAMS

CONCRETE

12.5

12.0

12.5

12.0

12.5

12.0

12.5

PUMP

LIFT STATION

TRANSFORMER ON

CONCRETE SLAB

X X

PUMP ON

CONCRETE

PAVEMENT

STORM MANHOLE

RIM EL. = 13.10'

SE INV. = 9.80' (8" PVC)

NE INV. = 9.88' (4" PVC)

NW INV. = 11.79' (6" PVC)

W INV. = 10.36' (4" PVC)

W INV. = 9.81' (2.5" PVC)

CONCRETE

PAD

DUMPSTER ON

CONCRETE PAD

CONCRETE

PAD

WATER

VALVE

DIESEL

FUEL TANK

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

SUPPORT

FOR PIPE

CONCRETE

PAD

FM(B)

CONTROL BOX

FOR KEY CARDOE - HV

OE - HV

OE - H

CONCRETE

POWER POLE

HYDRANT

WATER VALVE

COVER

WALL

CONCRETE

WALL

SERVICE

BOX

COVERED UTILITIES ON

CONCRETE SLAB

STRUCTURE #1508

12.0

13.0

12.5

12.0

12.5

12.0

12.5

11.5

CATCH

BASIN

EXISTING 8" RO REJECT (TBA)

10" PIPE ABOVE

GROUND BY 2.28'

PIPE EXITS

GROUND

10" STAINLESS

STEEL PIPE, ABOVE

GROUND BY 3.13'

13.0

12.5

LOD

LOD LOD

LOD

LOD LOD

LOD

LOD LO

LOD

LODLODLODLOD

LOD

LOD X

X X X X

12.5'

11.5'

11.0'

12.0'

11.0'

11.5'

.0'

11.0'

-0.60%

-0.84%

-1.05%

-0.89%

-0.94%

-0.20%

-1.92%

-1 .6

-1 .8

12.0'

12.5'

13.0'

Point Table

Point #

Elevation

11.00

11.50

11.70

11.00

10.95

12.50

11.00

11.70

10.95

12.80

12.75

12.80

Northing

8972416.35

8972455.16

8972440.54

8972428.34

8972392.16

8972404.36

8972389.41

8972392.83

8972479.35

8972467.15

8972430.97

8972443.17

8972428.22

8972431.64

8972641.36

8972636.75

8972652.01

Easting

719969.28

720042.65

719957.29

719993.47

719981.27

719945.09

719986.36

719992.47

720030.65

72…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 24, 2026.