1614700dwg03of22EXISTING_CONDITION.pdf

PDF 28 MB Posted Apr 6, 2023

Attached to: P347 Perimeter Security Improvement, Portsmouth Naval Shipyard, NCTS Cutler, Maine
Solicitation number: N4008523R2539
Issued by: Department of the Navy Naval Facilities Engineering Command

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1 2 3 4 5

A/E INFO

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

S H

E E

T S

G F

.d g n

Y O

U T

M E

P lo t

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

BXXX

FFE: XX.XX

GRAVEL

PAVEMENT

V-001

UNDERGROUND (UG.) ELECTRIC (ELEC.)

WATER (W.) MAIN

SANITARY (SAN.) SEWER

STORM (S.) SEWER

OVERHEAD (OH.) LINE

FENCE

SIGN

CONCRETE (CONC.) PAD W/TRANSFORMER

CONCRETE (CONC.)

BITUMINOUS PAVEMENT

CONTOUR

BOLLARD

EDGE OF WOODS

GRAVEL

UNDERGROUND (UG.) COMMUNICATION (COMM.)

LEGEND:

SURVEY NOTES:

CATCH BASIN (C.B.)

EXISTING (E.)

WITH

WATER VALVE (W.V.)

UTILITY POLE

UTILITY POLE W/ LIGHT

INVERT

TYPICAL

METAL

STOP LIGHT

WATER MANHOLE/WELL

BUILDING OUTLINE WITH LABEL

TOE OF SLOPE/TOP OF BANK (BREAKLINE)

PROPERTY LINE

PROPERTY LINE MARKER

GUARDRAIL

GUARD SHACK

CONCRETE (CONC.) ISLAND WITH BOLLARDS

SANITARY (SAN.) SEWER VALVE

FIRE HYDRANT (F.H.)

LEGEND: EXISTING (E.)

SANITARY (SAN.) SEWER VENT

SANITARY (SAN.) SEWER MANHOLE

GUY WIRE WITH SUPPORT

HEADWALL (HDWL.)

RIPRAP

WETLANDS

WETLANDS OF SPECIAL SIGNIFICANCE (W.O.S.S.)

WETLANDS - COASTAL

PAVEMENT MARKING

CENTERLINE

UNDERGROUND (UG.) FUEL

FUEL TANK

MAILBOX

GPS CONTROL POINT

4-WAY COPPER SOLID WIRE INTERSECTION

CYLINDRICAL CONCRETE HOUSING WITH

LEACH FIELD

CONCRETE (CONC.) TOWER BASE

INV.

TYP.

MTL.

RCPREINFORCED CONCRETE PIPE

REINFORCED CONCRETE PIPE

IRON PIN

HDPE

CORRUGATED METAL PIPE CMP

HIGH DENSITY POLYETHYLENE PIPE

POLYVINYL CHLORIDE PIPE PVC

GPSGLOBAL POSITIONING SYSTEM

FINAL FLOOR ELEVATION FFE

FLOW DIRECTION ARROW

25 FOOT WETLAND BUFFER

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

EDGE OF WATER/STREAM

ABBREVIATIONS: EXISTING (E.)

ENVIRONMENTAL SITE BOUNDARIES

CONCRETE (CONC.) JERSEY BARRIER

AOCAREA OF CONCERN

WATER WELL BUFFER

WATER SHUT OFF

TREE - HARDWOOD (6" DBH AND GREATER)

TREE - SOFTWOOD (6" DBH AND GREATER)

E X

C O

N D

G E

T E

FLOOD LINE (VE 17', VE 14', & VE 12')

HIGHEST ANNUAL TIDE (HAT) - 9.8'

MEAN HIGH WATER (MHW) - 6.6' AND

AND PROCEDURES ON SHEET G-004.

GRID. FIELD VERIFY THE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION IN ACCORDANCE WITH THE NOTES GROUNDING GRID LOCATIONS ARE APPROXIMATE AND ARE INTENDED TO SHOW THE GENERAL LIMITS OF THE 11.

ABOVE GROUND AT THE STRUCTURE.

PIPE MATERIAL SHOWN ON STORM AND SANITARY SEWER LINES IS BASED ON VISUAL OBSERVATION 10.

WRITTEN RECORDS, BY VERBAL INFORMATION OR BY OBSERVED VISUAL EVIDENCE.

UTILITY SIZES SHOWN HEREIN ARE BASED ON INFORMATION PROVIDED BY THE UTILITY OWNER, BY 9.

THE UTILITY.

SURVEYED LOCATIONS OF DESIGNATED UTILITIES MAY NOT REPRESENT THE EXACT CENTERLINE OF 8.

VERIFY THE LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.

NOTIFIES PARTIES THAT MAINE LAW REQUIRES DIG SAFE BE CONTACTED PRIOR TO EXCAVATION. FIELD SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. THE SURVEYOR FURTHER CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES UTILITY IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE EVERY 7.

WERE INCLUDED WITH THIS SURVEY.

THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. NO PROPERTY AND RIGHT-OF-WAY LINES 6.

CHANGES TO SITE CONDITIONS WHICH OCCUR SUBSEQUENT TO THIS DATE AND/OR TO IMPROVEMENTS.

THIS SURVEY WAS PERFORMED TO SHOW EXISTING FEATURES AS OF 9/18/2020 AND DOES NOT CERTIFY TO 5.

SURVEY FEET.

COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN ARE IN US 4.

ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988 (GEOID18).3.

JURISDICTIONAL DETERMINATION DATED 3 FEBRUARY 2015.

DELINEATING MANUAL: NORTHCENTRAL AND NORTHEAST REGION, VERSION 2.0 AS NOTED IN THE DETERMINATIONS METHOD AND THE REGIONAL SUPPLEMENT TO THE CORPS OF ENGINEERS WETLAND CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL (ENVIRONMENTAL LABORATORY 1987), ROUTINE DATABASE. WETLAND BOUNDARIES WERE DELINEATED IN ACCORDANCE WITH THE UNITED STATES ARMY WETLAND BOUNDARIES WERE OBTAINED FROM THE NAVFAC MIDLANT GEOREADINESS CENTERS, GIS 2.

TOPOGRAPHIC SURVEY WAS PREPARED BY CES, INC. ON SEPTEMBER 18, 2020.1.

GROUNDING GRID (APPROXIMATE)

31 358

12880813

1 2 3 4 5

V A

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E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

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M S C

O M

M A

N D

L A

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T A

N -N

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F O

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V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

MONUMENT

FOUND IN 2014

WIRE ANCHORAGES

TOWER S7

GUY

WIRE ANCHORAGES

TOWER S7

GUY

T O

W E

R N

GUARD

SHACK

T O

W E

R S

T O

W E R S

E A

O C D

T R

O A

D S

F L

O O

E A

N C

H O

R A

G E S

T O

W E R S G

C P

V O

U T .1

H O

T H

O U S E S

A O

C V

A N S F O

R M

E R H

O U S E S

A O

C V

T S

C R

A P A

R E

E F

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E A

N C

H O

R A

G E S

T O

W E

R S

T H

O U S E S

A O

- 4

T S

C R

A P A

R E

- F

O R

T S

C R

A P A

R E

O R

E A

N C

H O

R A

G E

S T

O W

E R S

WIRE ANCHORAGES

TOWER S5

GUY

E A

N C

H O

R A

G E S

T O

W E R S G

E A

N C

H O

R A

G E S

T O

W E R S G

E A

N C

H O

R A

G E S

T O

W E R S G

WIRE ANCHORAGES

TOWER S5

GUY

E A

N C

H O

R A

G E S

T O

W E R S G

E A

O C D

T R

O A

D S

E A

N C

H O

R A

G E S

T O

W E

R N

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

T H

O U

S E S

A O

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E

R S

E A

N C

H O

R A

G E S

T O

W E R N

E A

N C

H O

R A

G E S

T O

W E R N

E A

N C

H O

R A

G E

S T

O W

E R S

E A

N C

H O

R A

G E S

T O

W E R N

T S

C R

A P A

R E

E F

O R

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

NO TOPO HERE

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

F O

G H

A R

B O

R R

O A

DATED DECEMBER 5, 1960.

CUTLER, MAINE" PREPARED BY DEPARTMENT OF THE NAVY,

ENTITLED "REAL ESTATE PLAN - U.S. NAVAL RADIO STATION -

PROPERTY LINE PLACED PER INFORMATION FOUND ON A PLAN

PAVEMENT

P R

O P

E R

T Y L

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

STREAM

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

G E R

O A

GRAVEL

F O

G H

A R

B O

R R

O A

G E R

O A

T O

W E R S

B U S T E R B

O U L E

V A R

BUSTER BOULEVARD

F A

R R

28" R

CP INV. IN

: 11.6

8 INV. O

UT: 11

.56

(2) 4

" PVC INV. IN

: 27.9

4 (N) INV. OUT: 27

.77 (N

INV. IN

: 27.9

2 (S) INV. OUT: 27

.81 (S

36" R

INV. IN:

12.49

INV. OUT: 11.

" R

C P

V . O

U T : 1

" R

C P

. IN

: 2

V . O

U T : 2

E N

D S

U B

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O L

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A T E

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S T E

R B

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L E

V A

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D L

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D L

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T .3

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C P

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T .9

C P

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C P

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T .9

A P P

R O

A T E

H W

A T E

R L

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R L

U N

D E

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D H

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A B

L E

S E P

L D

T O

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O N B

O U L E

V A R

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V A

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DUKE'S PASS

C P

V O

U T .5

TOWER S9

T O

W E R N

TOWER N8

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

C P

V O

U T .1

C P

V O

U T .2

C U L V E R T

V O

U T .6

D P E

V O

U T .0

D P E

V O

U T .0

M P

V O

U T .6

M P

V O

U T .5

C U L V E R T

V O

U T .8

D P

O U

T .5

A P P R

O X

A T E

H W

A T E R L

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O A

V O

U T .7

H U

D S

O N B

O U L E

V A R

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A U R E N T S

E E T

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A D

B A

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T O

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SERIES OF CONCRETE BLOCKS

DIESEL TANK

500 GALLON

JERSEY BARRIERS

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JERSEY BARRIERS

SHIPPING CONTAINER

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SIT

E 0

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24" R

INV. IN

: 14.6

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UT: 14

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15" R

INV. IN

: 15.3

0 INV. O

UT: 14

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PAINT SCRAP AREA

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20" H

DPE

INV. IN:

13.71

INV. OUT: 12.

D L

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D L

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G E R

O A

F O

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O A

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G H

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G E R

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B U S T E R B

O U L E

V A R

B U S T E R B

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V A R

COMMUNIC

ATIO

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WILDLIFE

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P O

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W E R N

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C R

E T E P

A D

S S

G C

O N

T A

E R

E A

N C

H O

R A

G E S

T O

W E R N

W .6

H A T .8

M H

W .6

" C

M P

. IN

: 1 .9

V . O

U T : 1

M A

N H

O L E

S E

W E

A P P

R O

A T E

H W

A T E

R L

S H

G C

O N

T A

E R

P R

O T E

C T

N B

U F F E

D R

G W

A T E

R W

E L L

H E

A D

S U

B S

T A

N O

U T

D O

O R E

L E

C T

O W

E R P

L A

L V

E R

O O

M A

O C

A N

K F

A R

D R

L E

D W

E L L S

G E R

O A

B U

S T

E R B

O U

L E

V A

R D

BUSTER BOULEVARD

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

C A

T C

H B

A S

T O

W E

R S

C A

T C

H B

A S

B U

S T E

R B

O U

L E

V A

R D

WILDLIFE

DRIVE

B U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

O U

L E

V A

R D

B O

U L E

V A

R D

B U S T E R

S T

E E

L E

S A

V E

N U

H U

TLE

Y H

LLE

R R

O A D

S L U

D G

E S

P R E

A D

G A

R E

A O

- F

O R

G H

O U

S E

A O

A N

K F

A R

M F

A K

E A

N D B

F O

U L

G C

O A

A O

R S

A L T W

A T

E L F

L P

G O

N P

A O

A N

K F

A R

M F

O R

E C

O N

T R

O L H

O U

S E

A O

A N

K F

A R

Y H

WVWV

S S

F O

G H

A R

B O

R R

O A

E A

N C

H O

R A

G E S

T O

W E R N

F A

R R

ILDLIFE DRIVE

D L

E D

F A

R R

D L

E D

ELECTRIC BOX 119

G P S C

O N T R

O L S

T A T

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

E A

N C

H O

R A

G E S

T O

W E R S G

E A

N C

H O

R A G E S

T O

W E R S 3 G

T H

O U S E S

A O

C 000015 - 42 V

S C

O N T R

O L

S T A T

N "6

B U

S T

E R B

O U

L E

V A

R D

G R

A V E L

" R

C P

. IN

: 1 .5

V . O

U T : 1

" R

C P

. IN

: 1 .4

V . O

U T : 9 .2

D R

L E

D W

E L L

EDGE OF PAVEMENT

S T

A T

G P

S C

O N

T R

O L

" R

C P

. IN

: 2

V . O

U T : 2

T R

O A

D S

E A

G E R

O A

RIDGE ROAD

F O

G H

A R

B O

R R

O A

F O

G H

A R

B O

R R

O A

F O

G H

A R

B O

R R

O A

B 1B

F O

G H

A R

B O

R R

O A

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

C M

O U

T .1

O U

T .1

UNDERGROUND ELECTRIC

28" R

CP INV. IN

: 11.7

7 INV. O

UT: 11

.53

UNDERGROUND ELECTRIC

F O

G H

A R

B O

R R

O A

F O

G H

A R

B O

R R

O A

UNDERGROUND ELECTRIC

P A

T S

C R

A P A

R E

- F

O R

UNDERGROUND ELECTRIC

P A

T S

C R

A P A

R E A

E 00004 - F

O R

T H

O U S E S

A O

C 000015 - 42 V

C O

N T R

O L

S T A T

N "6

N .4

E .8

E L .0

UNDERGROUND ELECTRIC

E A

N C

H O

R A

G E

T O

W E

R S

E A

N C

H O

R A

G E

T O

W E

R S

E A

N C

H O

R A G E S

T O

W E R S 2 G

T H

O U S E S

A O

- 4

A N S F O

R M

E R H

O U S E S

A O

- 2

A N S F O

R M

E R H

O U S E S

A O

C 000016 - 24 V

E A

N C

H O

R A G E S

T O

W E R S 2 G

E A

N C

H O

R A

G E S

T O

W E R S G

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

" R

C P

. IN

: 1 .2

V . O

U T : 1

" R

C P

. IN

: 1 .8

V . O

U T : 1

" R

C P

. IN

: 9 .7

V . O

U T : 9 .5

" R

C P

. IN

: 8 .8

V . O

U T : 8 .7

" R

C P

. IN

: 1 .7

V . O

U T : 1

" R

C P

. IN

: 1 .6

V . O

U T : 1

" R

C P

. IN

: 2 .2

V . O

U T : 2

24" R C P

. IN

: 8.43

V . O

U T : 8.28

" R

C P

. IN

: 2 .0

V . O

U T : 2

G P S C

O N

T R

O L

S T

A T

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

INV. IN: 11.49INV. OUT: 11.32

24" CMP

. IN

: 11.64

18" C M P

V . O

U T : 11.14

" R

C P

. IN

: 1 .3

V . O

U T : 1

" S

T E

E L

. IN

: 2 .4

V . O

U T : 1

" R

C P

. IN

: 1 .9

V . O

U T : 1

" H

D P

. IN

: 1 .4

V . O

U T : 1

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

E A

N C

H O

R A

G E

S T

O W

E R N

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

H O

T H

O U

S E

A O

- 4

C U

L V

E R

O U

T .3

H A

T (9 .8 ')M

H W (6 .6

M H

W (6 .6

H A

T (9 .8

H U

D S

O N B

O U

L E

V A

R D

H U

D S

O N B

O U

L E

V A

R D

" R

C P

. IN

: 7 .7

V . O

U T : 6 .8

" H

D P

. IN

: 6 .3

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

" R

C P

. IN

: 8 .4

V . O

U T : 7 .9

" H

D P

. IN

: 7 .9

V . O

U T : 7 .8

HYDRAULICS/ELECTRICAL

FOR BARRIER

P O

W E

R P

L A

N T

. IN

: 1 .2

" S

T E

E L

V . O

U T : 1

" R

C P

. IN

: 9 .6

V . O

U T : 8 .9

R C

O U

T .7

O U

T .6

" R

C P

. IN

: 1 .3

V . O

U T : 9 .4

" R

C P

. IN

: 1 .6

V . O

U T : 9 .1

E A

N C

H O

R A

G E S

T O

W E R S G

S T E R B

O U L E V A R

H O

T H

O U

S E

A O

- 4

T S

C R

A P A

R E

A S

- F

O R

A N

S F

O R

M E

R H

O U

S E

S A

O C

- 2

E A

N C

H O

R A

G E

T O

W E

R S

A N

S F

O R

M E

R H

O U

S E

A O

- 2

E A

N C

H O

R A

G E

S T

O W

E R N

E A

N C

H O

R A

G E

T O

W E

R S

E A

N C

H O

R A

G E

T O

W E

R S

30" R

. IN

: 15.20

V . O

U T : 14.41

E A

N C

H O

R A

G E S

T O

W E R S G

S C

O N

T R

O L

S T

A T

N "6

T R

A N S F O

R M

E R H

O U S E S

A O

- 2

24" C

. IN

: 9.39

V . O

U T : 9.04

. IN

: 7 .6

V . O

U T : 7 .6

" S

T E

E L

PAVEMENT

GRAVEL

P A

T S

C R

A P A

R E

- F

O R

S C

O N

T R

O L

S T

A T

N "6

" R

C P

. IN

: 4 .0

V . O

U T : 4

B U

S T

E R B

O U

L E

V A

R D

B U S T E R B

O U

V A R

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

GPS C

ONTROL STATION "61

F O

G H

A R B O

R R

O A D

JSK JSK TCC

NORTH

PLAN

VF100

750' 1500'0

VF10

V F

VF102

VF10

4 VF101

VF103

E X

N D

A N

VF112

32 358

12880814

1 2 3 4 5

V A

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A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

80 80 x

S S

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

SIGN

36"x36"

B130

B129

RIDGE ROAD

B137

B134B135

PAVEMENT

P R

O P

E R

T Y L

FLAG

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

GUARDRAIL

FFE: 95.23 FFE: 95.22

SEPTIC FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

MOVABLE

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

SEPTIC FIELD

(LOCATION PER GIS)

F O

G H

A R B O

R R

O A D

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

STOP LIGHT

94.58

UGU

MAILBOX

METAL

MAILBOX

STANDARD

94.80

UGU

94.83

UGU

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

BUILDING AND SHED

SITE 00008 - MAINTENANCE

FOUND IRON PIN

TANK

SEPTIC

FIELD

LEACH

D-BOX

MONUMENT

FOUND IN 2014

GUARD

SHACK

N ° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

GATE

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

V F

VF102

VF10

4 VF101

VF103

VF112

JSK JSK TCW

NORTH

PLAN

30' 60'0

VF101

E X

N D

A N

M A

T C

H L

E S

E E S

H E

E T V

M A

T C

H L

- S

E E S

H E

E T V

M A

T C

H L

- S

E E S

H E

E T V

NOTES:

4. REFER TO V-001 FOR EXISTING CONDITION LEGEND AND NOTES.

3. HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).

33 358

12880815

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

1 8 2 8

SIGN

36"x36"

SIGN

42"x48" 36"x48"

SIGN

12"x18"

SIGN

36"x36" 24"x30"

SIGN

24"x24"

SIGN

8"x24"

SIGN

12x12" 12"x24" 15"x21" 24"x24"

SIGN

24"x30"

SIGN

36"x36"

B132

B140

G E R

O A

PAVEMENT

EXISTING

FENCE

GRAVEL

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

FFE: 96.29

EXISTING FENCE

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

SEPTIC FIELD

GATE

SAOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

DIESEL TANK

500 GALLON

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

EL.=72.65'

E= 1301580.454

N= 366637.151

GUARD

SHACK

N ° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

PAVEMENT

P R

O P

E R

T Y L

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

GATE

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

V F

VF102

VF10

4 VF101

VF103

VF112

VF102

JSK JSK TCW

NORTH

PLAN

30' 60'0

E X

N D

A N

M A

T C

H L

E S

E E S

H E

E T V

M A

T C

H L

- S

E E S

H E

E T V

M A

T C

H L

- S

E E S

H E

E T V

S H

E E

T V

M A

T C

H L

- S

E E

T V

M A

T C

H L

- S

SEE SHEET VF103

ATCH LINE -

SEE SHEET VF103

MATCH LINE -

4. REFER TO V-001 FOR EXISTING CONDITION LEGEND AND NOTES.

3. HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).

NOTES:

34 358

12880816

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

SITE 00009 - AOC 13 DIRT ROADS

GRAVEL

G E R

O A

G E R

O A

HUDSON B

OULEVARD

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

GRANITE MONUMENT WITH BRASS DISK FOUND

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

PAVEMENT

EXISTING

FENCE

GRAVEL

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

G E R

O A

HUDSON B

OULEVARD

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

GATE

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

VENT

BUILDING CORNER

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

FINISH FLOOR

UNDERGROUND ELECTRIC

GRAVEL

R O

A D

G E

" R

C P

. IN

: 4 .0

V . O

U T : 4

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

VF10

V F

VF102

VF10

VF103

JSK JSK TCW

NORTH

PLAN

30' 60'0

VF103

E X

N D

A N

SEE SHEET VF102

ATCH LINE -

SEE SHEET VF102

ATCH LINE -

S H

E E

T V

M A

T C

H L

- S

E E

T V

M A

T C

H L

- S

T C

H L

- S

E E S

H E

E T V

MATCH LI

NE - S

EE SHEET VF111

4. REFER TO V-001 FOR EXISTING CONDITION LEGEND AND NOTES.

3. HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).

NOTES:

35 358

12880817

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

HUDSON BOULEVARD

INV. IN: 65.27

INV. OUT: 64.58

SITE 00009 - AOC 13 DIRT ROADS

AOC 000014 - NORTH BORROW PIT

24" RCP

SITE 00002 - RECYCLABLE MATERIAL YARD

16519768.57UNDERGROUND ELECTRIC

16519668.72UNDERGROUND ELECTRIC

16519868.87UNDERGROUND ELECTRIC

16519268.88UNDERGROUND ELECTRIC

16519168.90UNDERGROUND ELECTRIC

16519068.91UNDERGROUND ELECTRIC

16518868.96UNDERGROUND ELECTRIC

16518969.06UNDERGROUND ELECTRIC

16519969.19UNDERGROUND ELECTRIC

16519369.47UNDERGROUND ELECTRIC

16519469.49UNDERGROUND ELECTRIC

16519569.50UNDERGROUND ELECTRIC

165200

69.54UNDERGROUND ELECTRIC

165201

69.58UNDERGROUND ELECTRIC

165203

69.88UNDERGROUND ELECTRIC

165202

69.91UNDERGROUND ELECTRIC

165204

70.14UNDERGROUND ELECTRIC

165205

70.16UNDERGROUND ELECTRIC

165207

70.30UNDERGROUND ELECTRIC

165206

70.34UNDERGROUND ELECTRIC

165208

71.05UNDERGROUND ELECTRIC

165209

71.27UNDERGROUND ELECTRIC

16521071.37UNDERGROUND ELECTRIC

16521171.96UNDERGROUND ELECTRIC

16521272.37UNDERGROUND ELECTRIC

16521372.74UNDERGROUND ELECTRIC

16521473.29UNDERGROUND ELECTRIC

16521573.29UNDERGROUND ELECTRIC

16521673.48UNDERGROUND ELECTRIC

MONUMENT

FOUND IN 2014

GUARD

SHACK

E A

O C D

T R

O A

D S

N ° 4

' 0

ANTENNA TOWER

WITH GUY CABLES

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

RETIRED

ANCHOR

RETIRED

ANCHOR

STANDARDMAILBOX

130A

F O

G H

A R

B O

R R

O A

PAVEMENT

P R

O P

E R

T Y L

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

CATCH BASIN

RIM: 93.48

CATCH BASIN

RIM: 93.72

SEWER

MANHOLES

RIM: 89.76 (W)

RIM: 89.72 (E)

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

STREAM

APPROXIMATE HIGHWATER LINE

POND

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

MOVEABLE

CONCRETE

BARRIER

G E R

O A

F O

G H

A R B O

R R

O A D

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

CONCRETE PAD

WITH GATE MOTOR

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

DIESEL TANK

500 GALLON

JERSEY BARRIERS

SHIPPING CONTAINER

JERSEY BARRIERS

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

HUDSON B

OULEVARD

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

P O

S O

N 'S P

A T

GATE

G E R

O A

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

G E R

O A

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

F O

G H

A R

B O

R R

O A

F O

G H

A R

B O

R R

O A

UNDERGROUND ELECTRIC

VENT

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

SOFTWOOD TREESOFTWOOD TREE

SOFTWOOD TREE

BUILDING CORNER

" R

C P

. IN

: 2 .2

V . O

U T : 2

" R

C P

. IN

: 1 .2

V . O

U T : 1

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

BUILDING CORNER

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE

FINISH FLOOR

SOFTWOOD TREE

BUILDING CORNER

SOFTWOOD TREE SOFTWOOD TREE

SOFTWOOD TREE

HARDWOOD TREESOFTWOOD TREE

HARDWOOD TREE

SOFTWOOD TREE

SEWER MANHOLE

RIM: 91.36

BUILDING CORNER

TOE OF BANK

BUILDING CORNER

TOE OF BANK

STOP LITE

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

TOE OF BANK

CONCRETE PAD

TOP OF BANK

WVW

WATER SHUTOFF

TOP OF BANK

BUILDING CORNER

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

BUILDING CORNER

CONCRETE PAD

UTILITY POLE

FINISH FLOOR

CONCRETE PAD

MAILBOX

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

CONCRETE PAD

BUILDING CORNER

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

SEWER MANHOLE

CONCRETE PAD

GATE

H A

T (9 .8 ')M

H W (6 .6

M H

W (6 .6

H A

T (9 .8

" R

C P

. IN

: 7 .7

V . O

U T : 6 .8

" H

D P

. IN

: 6 .3

V . O

U T : 5 .9

RIDGE ROAD

134135

GRAVEL

WATERLINE

(PER GIS PLAN)

CATCH BASIN

RIM: 92.0

GUARDRAIL

R O

A D

G E

HYDRAULICS/ELECTRICAL

FOR BARRIER

PAVEMENT

GRAVEL

" R

C P

. IN

: 4 .0

V . O

U T : 4

FOUND IRON PIN

ACTIVE BARRIER SYSTEM

STATIO

N "6

00"GPS

CONTROL

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

F O

G H

A R B O

R R

O A D

VF10

V F

VF102

VF10

4 VF101

VF103

VF112

JSK JSK TCC

NORTH

PLAN

50' 100'0

VF104

E X

N D

A N

M A

T C

H L

E S

E E S

H E

E T V

M A

T C

H L

E S

E E S

H E

E T V

4. REFER TO V-001 FOR EXISTING CONDITION LEGEND AND NOTES.

3. HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).

NOTES:

36 358

12880818

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

HUDSON BOULEVARD

18" RCP

INV. IN: 69.62

INV. OUT: 68.46

HUDSON BOULEVARD

SITE 00002 - RECYCLABLE MATERIAL YARD

HUDSON BOULEVARD

COMMUNICATIONS BOX

P O

S O

N 'S P

A T

165243

71.91CONCRETE PAD

165242

71.94UNDERGROUND ELECTRIC

165241

72.25UNDERGROUND ELECTRIC

165240

72.54UNDERGROUND ELECTRIC

165239

72.76UNDERGROUND ELECTRIC

165238

73.15UNDERGROUND ELECTRIC

165244

73.25CONCRETE PAD

165237

73.33UNDERGROUND ELECTRIC

16521773.68UNDERGROUND ELECTRIC

165236

73.81UNDERGROUND ELECTRIC

16521873.98UNDERGROUND ELECTRIC

165220

73.99MISC COMMBOX

165235

74.23UNDERGROUND ELECTRIC

16521974.30UNDERGROUND ELECTRIC

165234

74.77UNDERGROUND ELECTRIC

165221

74.95UNDERGROUND ELECTRIC

165222

75.33UNDERGROUND ELECTRIC

165223

75.41UNDERGROUND ELECTRIC

165233

75.42UNDERGROUND ELECTRIC

165224

76.02UNDERGROUND ELECTRIC

165232

76.11UNDERGROUND ELECTRIC

165229

76.41UNDERGROUND ELECTRIC

165230

76.42UNDERGROUND ELECTRIC

165225

76.56UNDERGROUND ELECTRIC

165226

76.58UNDERGROUND ELECTRIC

165231

76.58UNDERGROUND ELECTRIC

165227

76.66UNDERGROUND ELECTRIC

165228

76.92UNDERGROUND ELECTRIC

E A

O C D

T R

O A

D S

C P

V O

U T .1

E A

O C D

T R

O A

D S

E A

N C

H O

R A

G E S

T O

W E R N

T S

C R

A P A

R E

E F

O R

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

APPROXIMATE HIGHWATER LINE

G E R

O A

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

C P

V O

U T .1

C P

V O

U T .2

V O

U T .7

H U

D S

O N B

O U L E

V A R

S T.

A U R E N T S

E E T

T R

A N S F O

R M

E R H

O U S E S

A O

C V

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

S T E E L

HUDSON B

OULEVARD

H U

D S

O N B

O U L E

V A R

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

P O

S O

N 'S P

A T

GATE

SPRAGUE'S NECK ROAD

E A

N C

H O

R A

G E S

T O

W E R N

TLE

Y H

LLE

R R

O A D

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

G P S

C O

N T R

O L

S T A T

N "6

N .4

E .8

E L .0

UNDERGROUND ELECTRIC

BUILDING CORNER

GRAVEL

STATIO

N "6

00"GPS

CONTROL

VF10

V F

VF102

VF10

VF103

TCW TCW SCS

NORTH

PLAN

50' 100'0

VF105

M A

T C

H L

- S

E E S

H E

E T V

M A

T C

H L

E S

E E S

H E

E T V

E X

N D

A N

4. REFER TO V-001 FOR EXISTING CONDITION LEGEND AND NOTES.

3. HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).

NOTES:

37 358

12880819

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

0 55

' 8

S T E E L

SITE 00009 - AOC 13 DIRT ROADS

HUDSON BOULEVARD

20" RCP

INV. IN: 51.57

INV. OUT: 51.18

INV. IN: 56.54

INV. OUT: 55.78

8" STEEL

HUDSON BOULEVARD

N 'S P

ATH

S P

R A

G U

E 'S N

E C

K R

O A

WIRE ANCHORAGES

TOWER N11 GUY

H U

N T

L E

Y H

O L L E

R R

O A

GPSCONTROL

STATION"615"

N=364671.489 E=1298708.869

EL.=60.08'

WIRE ANCHORAGES

TOWER N11 GUY

E A

O C D

T R

O A

D S

C P

V O

U T .1

E A

O C D

T R

O A

D S

E A

N C

H O

R A

G E S

T O

W E R N

T S

C R

A P A

R E

E F

O R

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

APPROXIMATE HIGHWATER LINE

G E R

O A

HUDSON B

OULEVARD

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

INV. I

N: 6

5.27

INV. O

UT: 6

4.58

HUDSON B

OULE

VARD

C P

V O

U T .1

C P

V O

U T .2

V O

U T .7

H U

D S

O N B

O U L E

V A R

S T.

A U R E N T S

E E T

T R

A N S F O

R M

E R H

O U S E S

A O

C V

SHIPPING CONTAINER

SIT

E 0

9 - A

OC 1

3 D

IRT R

OADS

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

AOC 0

14 -

NORTH B

ORROW P

24"

RCP

S T E E L

HUDSON B

OULEVARD

H U

D S

O N B

O U L E

V A R

SIT

E 0

2 - R

ECYCLABLE

MATERIA

L Y

ARD

COMMUNIC

ATIO

NS B

P O

S O

N 'S P

A T

GATE

SPRAGUE'S NECK ROAD

E A

N C

H O

R A

G E S

T O

W E R N

TLE

Y H

LLE

R R

O A D

12"

HDPE

INV. I

N: 7

2.66

INV. O

UT: 7

2.42

EDGE OF PAVEMENT

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

G P S

C O

N T R

O L

S T A T

N "6

N .4

E .8

E L .0

UNDERGROUND ELECTRIC

BUILDING CORNER

GRAVEL

STATIO

N "6

00"GPS

CONTROL

VF10

V F

VF102

VF10

VF103

TCW TCW SCS

NORTH

PLAN

50' 100'0

VF106

M A

T C

H L

E S

E E S

H E

E T V

M A

T C

H L

- S

E E S

H E

E T V

E X

N D

A N

4. REFER TO V-001 FOR EXISTING CONDITION LEGEND AND NOTES.

3. HORIZONTAL AND VERTICAL CONTROL IS BASED ON GPS CONTROL STATIONS.

ARE IN US SURVEY FEET.

2. COORDINATES SHOWN REFER TO MAINE STATE PLANE EAST 1801 (NAD83-2011). UNITS SHOWN

1. ELEVATIONS ARE IN SURVEY FEET AND REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD88) (Geoid18).

NOTES:

38 358

12880820

1 2 3 4 5

V A

L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D M

T L

A N

DRAWFORM REVISION: 25 AUGUST 2020

SCALE:

EPROJECT NO.

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A P

P R

D A

T E

D E

S C

N S

Y M

1614700

CRH/LAF

R O

V E

M E

N T S

P -3

E R

E T

E R S

E C

U R

EJA

DSN

M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w

D o c u m e n t s

P r o je c t s

C A

D D

P L

E E

T S

G F

V F .d

Y O

M E

O T T E

E R jk n ig h t

AS NOTED

D E

P A

R T

M E

N T O

F T

H E N

A V

Y N

A V

A L F

A C

S E

N G

E E

G S

Y S

T E

M S C

O M

M A

N D

L A

N T D

C C

O R

E N

A V

A L S

T A

N -N

O R

F O

L K

V A

C U

T L E

M A

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

DLB

20" RCP

INV. IN: 30.30

INV. OUT: 29.12

WIRE ANCHORAGES

TOWER N11 GUY

PAINT SCRAP AREA

SITE 00004 - FORMER

HOIST HOUSES

AOC 000015 - 42 VLF

WIRE ANCHORAGES

TOWER N11 GUY

HUDSON BOULEVARD

TOWER N11

20" RCP

INV. IN: 30.10

INV. OUT: 29.27 TRANSFORMER HOUSES

AOC 000016 - 24 VLF

H U

N T

L E

Y H

O L L E

R R

O A

B396

B398

E A

O C D

T R

O A

D S

C P

V O

U T .1

H O

T H

O U S E S

A O

C V

T S

C R

A P A

R E

E F

O R

E A

O C D

T R

O A

D S

E A

N C

H O

R A

G E S

T O

W E R N

T S

C R

A P A

R E

E F

O R

T H

O U S E S

A O

C V

E A

N C

H O

R A

G E S

T O

W E R N

H U

D S

O N B

O U L E

V A R

DUKE'S PASS

C P

V O

U T .5

T O

W E R N

HUDSON

BOULE

VARD

H U

D S

O N B

O U L E

V A R

18"

RCP

INV. I

N: 6

9.62

INV. O

UT: 6

8.46

T O

W E R N

HUDSON B

OULE

VARD

C P

V O

U T .1

C P

V O

U T .2

C U L V E R T

V O

U T .6

V O

U T .7

H U

D S

O N B

O U L E

V A R

S T.

A U R E N T S

E E T

BAY VIEW

E A

N C

H O

R A

G E S

T O

W E R N

A N S F O

R M

E R H

O U S E S

A O

C V

S T E E L

H U

D S

O N B

O U L E

V A R

E A

N C

H O

R A

G E S

T O

W E R N

S O

N 'S P

A T

SPRAGUE'S NECK ROAD

E A

N C

H O

R A

G E S

T O

W E R N

A R N -9 V

L F T

O W

E R

A O

C L

A Y

D O

W N A

E A

N C

H O

R A

G E S

T O

W E R N

W .6

H A T .8

M H

W .6

H U

TLE

Y H

LLE

R R

O A D

G P S C

O N T R

O L S

T A T

UNDERGROUND ELECTRIC

G P S

C O

N T R

O L

S T A T

N "6

N .4

E .8

E L .0

UNDERGROUND ELECTRIC

UNDERGROUND…

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 Apr 6, 2023.