1614700dwg13of22WETLAND.pdf

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P347 Perimeter Security Improvement, Portsmouth Naval Shipyard, NCTS Cutler, Maine
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Text version

A

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A/E INFO

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ID

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IC

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

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1614700

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

FLOODED AREA

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

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

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

NO TOPO HERE

GRAVEL

GRAVEL ROAD

G R

AVEL

C

M P

INV. 11.14'

INV. 11.64'

" C

MP INV. 9.39'

INV. 9.04'

24" STEEL

INV. 7.67'

INV. 7.69'

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

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

F O

G H

A R

B O

R R

O A

D

F O

G H

A R B O

R R

O A D

B U

S T

E R B

O U

L E

V A

R D

B U S T E R B

O U

LE

V A R

D

B U S

TE

R B

O U

LE

V A R

D

B U S T E R B

O U L E V A R

D

TOWER N3

TOWER S1

TOWER S2

TOWER S3

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

BUSTER BOULEVARD

BUSTER BOULEVARD

BUSTER BOULEVARD

F A

R R

IS

P

O

IN

T

F A

R R

IS

P

O

IN

T

J O

Y L

A N

E

W

IL

D L

IF

E D

R

IV

E

W

ILDLIFE DRIVE

W

IL

D L

IF

E D

R

IV

E

30" CMP

INV. IN: 7.14INV. OUT: 6.34

30" CMP

INV. IN: 6.97INV. OUT: 6.95

24" RCPINV. OUT: 10.74INV. OUT: 10.62

CULVERTINV. IN: 9.77INV. OUT: 9.34

28" RCP

INV. IN: 11.77INV. OUT: 11.53

28" RCP

INV. IN: 11.68INV. OUT: 11.56

15" RCP (N) AND 24" RCP (S)

INV. IN: 15.30 (N)

INV. OUT: 14.97 (N)

INV. IN: 14.64 (S)

INV. OUT: 14.42 (S)

(2) 4" PVC

INV. IN: 27.94 (N)

INV. OUT: 27.77 (N)

INV. IN: 27.92 (S)

INV. OUT: 27.81 (S)

36" RCP

INV. IN: 12.49INV. OUT: 11.82

48" RCP

INV. OUT: 10.18

24" RCP

INV. IN: 21.85INV. OUT: 20.7415" RCP

INV. IN: 22.30INV. OUT: 21.75

END SUBMERGED,

UNABLE TO LOCATE

TOWER S7

TOWER S5

T O

W E R S G

U Y W

IR

E S

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 U

S T E

R B

O U

L E

V A

R D

B U

S T E

R B

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L E

V A

R D

B U

S T E

R B

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L E

V A

R D

H U

D S

O N

W

IL

D L

IF

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R

IV

E

W

IL

D

LI

F E D

R

IV

E

W

IL

D L

IF

E D

R

IV

E

24"

RCP

INV.

IN:

51.11

INV.

OUT:

50.33

APPROXIMATEHIGH WATER LINE

36" RCPINV. IN: 39.89INV. OUT: 38.58

36" RCPINV. IN: 24.75INV. OUT: 22.92

30" RCPINV. IN: 17.34INV. OUT: 17.27

24" RCPINV. IN: 15.62INV. OUT: 14.92

24" HDPEINV. IN: 10.97INV. OUT: 9.58

APPROXIMATE

HIGH WATER LINE

APPROXIMATE

HIGH WATER LINE

APPROXIMATEHIGH WATER LINE

SEWERMANHOLERIM: 24.51

SEWERMANHOLERIM: 24.75

CATCH BASINRIM: 24.83

CATCH BASINRIM: 21.62

UNDERGROUND HIGH

VOLTAGE CABLE

B O

U L E

V A R

D

SEPTIC

FIELD

(2) 18" CMPINV. OUT: 12.11(N)

INV. OUT: 12.16(S)

TOWER S9

TOWER S7

TOWER S7 GUY WIRES

HUDS

O

N

BO

ULE

VARD

HUDS

O

N

BO

ULE

VARD

H U

D S

O N B

O U

LE

V

A R

D

HUDSON BOULEVARD

H U

D S

O N B

O U

LE

V

A R

D

HUDSO

N

BO

ULE

VARD

HUDSO

N

BO

ULE

VARD

DUKE'S PASS

BAY

VI

EW

R

OAD

BAY

VI

EW

R

OAD

B A

Y V

IE

W R

O A

D

BAY VI

EW R

OAD

18" RCPINV. IN: 33.81INV. OUT: 33.57

APPROXIMATEHIGH WATER LINE

CULVERTINV. IN: 19.78INV. OUT: 18.67

36" HDPEINV. IN: 11.54INV. OUT: 10.04

36" HDPEINV. IN: 11.63INV. OUT: 10.04

36" CMPINV. IN: 10.19INV. OUT: 9.61

36" CMPINV. IN: 10.38INV. OUT: 10.50

CULVERTINV. IN: 12.35INV. OUT: 11.89

TOWER S9

TOWER N9

TOWER N9 GUY WIRES

TOWER N8 GUY WIRES

TOWER N8

TOWER N8 GUY WIRES

TOWER N8

TOWER N7 GUY WIRES

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

N

TLE

Y H

O

LLE

R R

O A D

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

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

20" RCPINV. IN: 51.57INV. OUT: 51.18

18" RCP

INV. IN: 69.62INV. OUT: 68.46

TOWER N11

TOWER N11 GUY WIRES

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

APPROXIMATE HIGH

WATER LINE

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

8" DRILLED WELL

6" DRILLED WELL

SERIES OF CONCRETE BLOCKS

SHIPPING CONTAINER

NEW SIGN POST(NO SIGN)

WATER SEPERATOR

WATER SEPERATOR

12" STEEL PIPE

THIS END OF 15" HDPE BURIED,

INVERT IS APPROXIMATE AT 7.13'

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

S T

E E

L E

S A

V E

N U

E

INV. = 6.34

INV. = 6.86

INV. = 6.86

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 6.95

INV. = 6.97

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 7.14

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 7.66

INV. = 7.67

INV. = 7.69

INV. = 7.72

INV. = 7.77

INV. = 7.77

INV. = 7.80

INV. = 7.90

INV. = 7.93

INV. = 7.94

INV. = 8.02

INV. = 8.28

INV. = 8.48

INV. = 8.79

INV. = 8.79

INV. = 8.81

INV. = 8.81

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.04

HIGH WATER MARK HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.34

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.39

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.58

INV. = 9.59

INV. = 9.59

INV. = 9.61

INV. = 9.61

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 9.71

INV. = 9.71

HIGH WATER MARK

INV. = 9.77

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.00

INV. = 10.00

HIGH WATER MARK

INV. = 10.04

HIGH WATER MARK

INV. = 10.04

INV. = 10.04

INV. = 10.04

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.20

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.38

INV. = 10.38

HIGH WATER MARK

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.43

INV. = 10.43

INV. = 10.50

INV. = 10.53

INV. = 10.53

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.62

HIGH WATER MARK

HIGH WATER MARK

INV. = 10.74

INV. = 10.74

HIGH WATER MARK

INV. = 10.97

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

ELECTRIC BOX 147

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

INV. = 11.12

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

HIGH WATER MARK

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 11.40

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

INV. = 11.47

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

HIGH WATER MARK

INV. = 11.53

INV. = 11.53

INV. = 11.54

HIGH WATER MARK

INV. = 11.54

EDGE OF GRAVEL

HIGH WATER MARK

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 11.63

INV. = 11.63

INV. = 11.64

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 11.68

EDGE OF GRAVEL

INV. = 11.72

" C

M P

IN

V

. IN

: 1 .9

IN

V . O

U T : 1

.7

INV. = 11.77

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 11.89

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

ELECTRIC BOX NO#

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 12.35

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 12.49

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 14.42

INV. = 14.64

INV. = 14.92

INV. = 14.97

INV. = 15.12

INV. = 15.12

INV. = 15.20

INV. = 15.20

EDGE OF GRAVEL

INV. = 15.30

EDGE OF GRAVEL

INV. = 15.72

ELECTRIC BOX 145

INV. = 15.97

INV. = 15.97

INV. = 15.98

INV. = 16.18

INV. = 16.18

INV. = 16.26

INV. = 16.26

INV. = 16.62

EDGE OF GRAVEL

INV. = 16.75

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 17.27

EDGE OF GRAVEL

INV. = 17.34

INV. = 17.34

INV. = 17.58INV. = 17.60

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 18.67

EDGE OF GRAVEL

EDGE OF GRAVEL EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 19.21INV. = 19.26

ELECTRIC BOX NO#

EDGE OF GRAVEL

INV. = 19.78

INV. = 19.78

EDGE OF GRAVEL

INV. = 19.83

INV. = 20.00

INV. = 20.11

EDGE OF GRAVEL

EDGE OF GRAVEL

S

INV. = 20.45

INV. = 20.59

INV. = 20.74

EDGE OF GRAVEL

D

Y H

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 21.27

INV. = 21.36

WV

INV. = 21.39

INV. = 21.39

WV

EDGE OF GRAVEL

INV. = 21.75

INV. = 21.80

INV. = 21.85

EDGE OF GRAVEL

INV. = 21.93

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 22.30

E

INV. = 22.92

INV. = 22.92

C

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

S

INV. = 24.60

INV. = 24.60

EDGE OF GRAVEL

INV. = 24.75

INV. = 24.75

S

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

EDGE OF GRAVEL

EDGE OF GRAVEL

BUILDING CORNER

EDGE OF GRAVEL

EDGE OF GRAVEL

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

F O

G H

A R

B O

R R

O A

D

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

ELECTRIC BOX 117

INV. = 27.77

INV. = 27.81

INV. = 27.92

INV. = 27.94

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 28.25

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

WV

WV

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 29.12

INV. = 29.27

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 30.10

EDGE OF GRAVEL

EDGE OF GRAVELEDGE OF GRAVEL

INV. = 30.30

EDGE OF GRAVEL

EDGE OF GRAVEL

ELECTRIC BOX 118

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

ELECTRIC BOX 119

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

EDGE OF GRAVEL

INV. = 33.57

INV. = 33.57

INV. = 33.81

INV. = 33.81

6" DRILLED WELL

INV. = 38.58

INV. = 39.89

INV. = 50.33

INV. = 50.33

INV. = 51.11

INV. = 51.18

INV. = 51.57

EDGE OF PAVEMENT

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

POWER PLANT

WV

WV

WV

CO

W

BUILDING CORNER

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 16.26INV. OUT: 15.12

36" RCP

INV. IN: 12.82INV. OUT: 12.08

30" RCP

INV. IN: 9.71INV. OUT: 9.59

18" RCPINV. IN: 8.81INV. OUT: 8.79

18" RCP

INV. IN: 8.48INV. OUT: 7.94

GPS CONTROLSTATION "607"

24" RCPINV. IN: 9.69INV. OUT: 8.92

30" RCPINV. IN: 15.98INV. OUT: 15.20

20" RCPINV. IN: 16.75INV. OUT: 15.97

20" RCPINV. IN: 16.62INV. OUT: 16.18

36" RCPINV. IN: 25.23INV. OUT: 23.57

30" RCPINV. IN: 15.34INV. OUT: 14.45

36" RCP

INV. IN: 10.32INV. OUT: 9.42

36" RCP

INV. IN: 10.62INV. OUT: 9.12

36" RCP

INV. IN: 10.53INV. OUT: 10.036" RCP

INV. IN: 10.43INV. OUT: 9.25

24" RCPINV. IN: 8.43INV. OUT: 8.28

30" RCPINV. IN: 15.20INV. OUT: 14.41

48" RCPINV. IN: 25.05INV. OUT: 21.95

GPS CONTROLSTATION "608""

GPS CONTROLSTATION "612"

GPS CONTROLSTATION "610"

GPS CONTROLSTATION "613"

GPS CONTROL STATION "614"

GPSCONTROLSTATION

"615"

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

" S

T E

E L

IN

V

. IN

: 2 .4

IN

V . O

U T : 1

.8

56" RCP

INV. IN: 7.77INV. OUT: 6.86

24" CMP

INV. IN: 11.49

INV. OUT: 11.32

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

S

DY

H

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

W

SO

WATER SHUTOFF

WV

STOP LIGHT

AB SS FIELD

WV

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

SEWER MANHOLE

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

105110

404404

S °1 '2 .2

W

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

N

°3

'2

.8

" W

S 75°25'02.53" W S 75°25'02.53" W

N 67°33'56.71" W

S 61 °35'

17.0 0" W

1085+89

2034+74.5

6003 60

TCW TCW SCS

NORTH

PLAN

CX100

750' 1500'0

CX10

C X

C X

C X

C X

C X

CX10

CX101

C X

W E

T L

A N

D

IM

P A

C

E

K

Y

A N

CX11

177 358

12880959

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

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

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

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

P

C X .d

Y O

M E

P

O T T E

D

:4

:2

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

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

E N

A V

A L S

T A

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N -N

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F O

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M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

x

X

S S

S

S

S

S

T

N ° 4

' 0

"W

.1

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

STAGING AREA FOR VARIOUS

SIZE CONCRETE BLOCKS

DIESEL TANK

500 GALLON

RETIRED

SHIP

ANCHOR

RETIRED

SHIP

ANCHOR

STANDARDMAILBOXCATCH B

ASIN

RIM

: 92 .0

CO

83.303

SOFTWOOD TREE

83.305

SOFTWOOD TREE

83.307

SOFTWOOD TREE

83.308

SOFTWOOD TREE

W

900000084.751

SOFTWOOD TREE

SEPTIC

FIE

LD

(POSSI

BLE

TANK

LOCATIO

N P

ER G

IS)

S

DY

H

SS

W

S

WV

W

SO

W

S

15"

RCP

INV. I

N: 8

3.94

INV. O

UT: 8

2.97

F D

F D

F D

F D

FDFDFDFD

F D F D F D

F DF D

F DF DF D

U D U D U D U D U D

U D

U D U D

U D

U D U D U D U D

U D U D U D U D U D

U D

F D

F DF DF DF D

F D

F D

F D

F D

F D

F D

F D

F D

F D

F D

U D

U D

F D

F D

6003 60

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

18" RCP

INV. IN: 69.62INV. OUT: 68.46

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

INV. = 15.12

INV. = 15.12

INV. = 16.26

INV. = 16.26

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

INV. = 28.25

EDGE OF PAVEMENT

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

CO

W

BUILDING CORNER

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 16.26INV. OUT: 15.12

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

S

DY

H

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

W

SO

WATER SHUTOFF

WV

STOP LIGHT

AB SS FIELD

WV

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

SEWER MANHOLE

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

105110

404404

S °1 '2 .2

W

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

N

°3

'2

.8

" W

S 75°25'02.53" W S 75°25'02.53" W

N 67°33'56.71" W

S 61 °35'

17.0 0" W

2034+74.5

6003 60

CX10

C X

C X

C X

CX10

CX101

CX11

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX101

W E

T L

A N

D

IM

P A

E E

T

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH WATER)

WETLAND OF SPECIAL SIGNIFICANCE

(COASTAL)

WETLAND OF SPECIAL SIGNIFICANCE

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

STREAM

WATER)

IMPACT (INLAND FRESH

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

LIMIT OF DISTURBANCE

S E

E S

H E

E T C

X

M A

T C

H L

IN

E S

T A . 1

SEE SHEET CX108MATCH LINE STA. 2006

+20 -

FRESHWATER WETLAND

WETLAND IMPACT

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

TEMPORARY FRESHWATER

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

BUFFER

25 FOOT FRESHWATER WETLAND

W101-PEM1

W101-PFO1

W101-PFO1

STREAM S13

IMPACT (COASTAL)

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

PUBLIC WORKS DEPARTMENT MAINE (PWD-ME) NATURAL RESOURCES MANAGER (NRM).

OR OTHER CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

EVENT THAT AN UNAUTHORIZED IMPACT TO A NATURAL RESOURCE OF INTEREST OCCURS DURING EXCAVATION

RESOURCE OF INTEREST BE DISCOVERED DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. IN THE

AT HIS EXPENSE, IS REQUIRED TO HIRE A THIRD PARTY NATURAL RESOURCE BIOLOGIST SHOULD A NATURAL

REQUIRED TO NOT IMPACT ADDITIONAL WETLAND OR OTHER NATURAL RESOURCES AS SHOWN. CONTRACTOR,

2. NATURAL RESOURCES ARE SIGNIFICANT WITHIN THE PENINSULA AREA. STRICT ADHERENCE TO LOD'S IS

FIELD PRIOR TO CONSTRUCTION (WETLANDS).

1. THE FOLLOWING ENVIRONMENTAL AREAS DENOTED ON THE PLAN SHEETS NEED TO BE DELINEATED IN THE

NOTE:

SECURITY FENCE - PENINSULA EAST

B/L OF CONSTRUCTION RESTRICTED AREA

178 358

12880960

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D M

ID

A

T L

A N

T

IC

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

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

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P -3

P

E R

IM

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E R S

E C

U R

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F

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

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P

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AS NOTED

D E

P A

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F T

H E N

A V

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A C

IL

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IN

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T E

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O M

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R

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

INV. IN: 65.27

INV. OUT: 64.58

24" RCP

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

100410051006100710081009101010111012101310141015

GUARD

SHACK

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING FENCE

SITE 00009 - AOC 13 DIRT ROADS

MOVABLE CONCRETE BARRIERS

EXISTING WOODEN FENCE

B130

B129

RIDGE ROAD

B137

B134B135B132

B140

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

N ° 4

' 0

"W

.1

PAVEMENT

PAVEMENT

PAVEMENT

P R

O P

E R

T Y L

IN

E

EXISTINGFENCE

FLAG

EXISTING

FENCE

GRAVEL

GRAVEL

GRAVEL

GRAVEL

SEWER MANHOLES

RIM: 93.71 (N)

RIM: 93.68 (S)

APPROXIMATE HIGH

WATER LINE

VENT

POND

STATION "600"

GPS CONTROL

SAND / SALT

SHED

SHIPPING CONTAINER

SIGN

"NAVAL SUPPORT

ACTIVITY CUTLER"

CONCRETE

BARRIER

R

ID

G E R

O A

D

R

ID

G E R

O A

D

R

ID

G E R

O A

D

F O

G H

A R B O

R R

O A D

F O

G H

A R

B O

R R

O A

D

R

ID

G E R

O A

D

F O

G H

A R

B O

R R

O A

D

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

18" RCP

INV. IN: 69.62INV. OUT: 68.46

HYDRAULICS/ELECTRICAL

FOR BARRIER

ACTIVE BARRIER SYSTEM

WITH GATE MOTOR

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GUARDRAIL

FFE: 95.23 FFE: 95.22

AB SS FIELD

FFE: 95.41

B130A

CONCRETE PAD

FFE: 94.99

FFE: 96.29

CONCRETE

BARRIER

OLD GPS

CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

OLD GPS CONTROL STATION

STREAM

MOVABLE

MOVABLE

EXISTING FENCE

GRAVEL

GRAVEL

NEW SIGN POST(NO SIGN)

RIM: 93.48

COMM. BOXES

RIM: 93.72

COMM. BOXES

IRON BELL

CONTAINER

SHIPPING

ANCHORS

SHIP

RETIRED

ANTENNA TOWER

WITH GUY CABLES

S S

RIM: 92.0

COMM. BOX

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 6.86

INV. = 6.86

INV. = 7.77

INV. = 7.77

INV. = 15.12

INV. = 15.12

INV. = 16.26

INV. = 16.26

F O

G H

A R B O

R R

O A D

FO

G H

AR

BO

R R

O

AD

INV. = 28.25

EDGE OF PAVEMENT

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

CO

W

BUILDING CORNER

15" RCP

INV. IN: 46.08INV. OUT: 45.32

15" RCP

INV. IN: 28.25INV. OUT: 26.77

15" RCP

INV. IN: 16.26INV. OUT: 15.12

15" RCP

INV. IN: 89.68

INV. OUT: 89.16

SEPTIC FIELD

(POSSIBLE TANK

LOCATION PER GIS)

56" RCP

INV. IN: 7.77INV. OUT: 6.86

60" HDPE

INV. IN: 6.37

INV. OUT: 5.95

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

S

DY

H

BUILDING CORNER

FINISH FLOOR

BUILDING CORNER

BRASS DISK INSET IN CONCRETE

"US NAVY FACILITY BASELINE"

W

S

SEWER MANHOLE

RIM: 91.36

SEWER MANHOLE

RIM: 95.03

SEWER MANHOLE

RIM: 94.99

BUILDING CORNER BUILDING CORNER

STOP LIGHT

BUILDING CORNERBUILDING CORNER

W

SO

WATER SHUTOFF

WV

STOP LIGHT

AB SS FIELD

WV

CLEAN OUT

BUILDING CORNER

CLEAN OUT

OVERHEAD UTILITY

CONCRETE PAD

FINISH FLOOR

MAILBOX

METAL

MAILBOX

STANDARD

BUILDING CORNER

BUILDING CORNER BUILDING CORNER

CONCRETE PAD

UNDERGROUND ELECTRIC

BUILDING CORNER

SEWER MANHOLE

SEWER MANHOLE

W

GATE

S

PROTECTION BUFFER

DRINKING WATER WELLHEAD

DRINKING WATER WELL

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

BUILDING AND SHED

SITE 00008 - MAINTENANCE

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

BUILDING AND SHED

SITE 00008 - MAINTENANCE

AOC 000014 - NORTH BORROW PIT

DIESEL TANK

500 GALLON

GATE

FOUND IRON PIN

15" RCP

INV. IN: 83.94

INV. OUT: 82.97

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

105110

404404

S °1 '2 .2

W

S 77°30'00.87" WS 77°30'00.87" W

S 77°14'04.15" W

N

°3

'2

.8

" W

S 75°25'02.53" W S 75°25'02.53" W

N 67°33'56.71" W

S 61 °35'

17.0 0" W

2034+74.5

6003 60

CX10

C X

C X

C X

CX10

CX101

CX11

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX102

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

X

M A

T C

H L

IN

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T A S

E E S

H E

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X

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

W E

T L

A N

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P A

E E

T

NWA57-PEM1

CULVERT

EXISTING

HUDSON BLVD

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH WATER)

WETLAND OF SPECIAL SIGNIFICANCE

(COASTAL)

WETLAND OF SPECIAL SIGNIFICANCE

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

STREAM

LIMIT OF DISTURBANCE

FRESHWATER WETLAND

BUFFER

25 FOOT FRESHWATER WETLAND

WATER)

IMPACT (INLAND FRESH

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

WETLAND IMPACT

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

TEMPORARY FRESHWATER

IMPACT (COASTAL)

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

PUBLIC WORKS DEPARTMENT MAINE (PWD-ME) NATURAL RESOURCES MANAGER (NRM).

OR OTHER CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

EVENT THAT AN UNAUTHORIZED IMPACT TO A NATURAL RESOURCE OF INTEREST OCCURS DURING EXCAVATION

RESOURCE OF INTEREST BE DISCOVERED DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. IN THE

AT HIS EXPENSE, IS REQUIRED TO HIRE A THIRD PARTY NATURAL RESOURCE BIOLOGIST SHOULD A NATURAL

REQUIRED TO NOT IMPACT ADDITIONAL WETLAND OR OTHER NATURAL RESOURCES AS SHOWN. CONTRACTOR,

2. NATURAL RESOURCES ARE SIGNIFICANT WITHIN THE PENINSULA AREA. STRICT ADHERENCE TO LOD'S IS

FIELD PRIOR TO CONSTRUCTION (WETLANDS).

1. THE FOLLOWING ENVIRONMENTAL AREAS DENOTED ON THE PLAN SHEETS NEED TO BE DELINEATED IN THE

NOTE:

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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

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IP

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Y M

1614700

CRH/LAF

IM

P

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D o c u m e n t s

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C A

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P L

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G F

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AS NOTED

D E

P A

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N T O

F T

H E N

A V

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A C

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

18" RCP

INV. IN: 69.62

INV. OUT: 68.46

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

1016101710181019102010211022102310241025

102710281029

SITE 00009 - AOC 13 DIRT ROADS

GRAVEL

STATION "600"

GPS CONTROL

R

ID

G E R

O A

D

HUDS

O

N

BO

ULE

VARD

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

N

TLE

Y H

O

LLE

R R

O A D

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

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

20" RCPINV. IN: 51.57INV. OUT: 51.18

18" RCP

INV. IN: 69.62INV. OUT: 68.46

TOWER N11

TOWER N11 GUY WIRES

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GRAVEL

GRAVEL

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

INV. = 51.18

INV. = 51.57

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

BUILDING CORNER

GPSCONTROLSTATION

"615"

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

AOC 000014 - NORTH BORROW PIT

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

404404

N 67°33'56.71" W

S 61 °35'

17.0 0" W

CX10

C X

C X

C X

CX10

C X

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX103

M A

T C

H L

IN

E S

T A

S

E E S

H E

E T C

X

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

X

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

W E

T L

A N

D

IM

P A

E E

T

CULVERT

EXISTING

HUDSON BLVD

AW6-PSS1 AW6-PSS1

AW6-PSS1

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH WATER)

WETLAND OF SPECIAL SIGNIFICANCE

(COASTAL)

WETLAND OF SPECIAL SIGNIFICANCE

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

STREAM

LIMIT OF DISTURBANCE

FRESHWATER WETLAND

BUFFER

25 FOOT FRESHWATER WETLAND

WATER)

IMPACT (INLAND FRESH

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

WETLAND IMPACT

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

TEMPORARY FRESHWATER

IMPACT (COASTAL)

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

PUBLIC WORKS DEPARTMENT MAINE (PWD-ME) NATURAL RESOURCES MANAGER (NRM).

OR OTHER CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

EVENT THAT AN UNAUTHORIZED IMPACT TO A NATURAL RESOURCE OF INTEREST OCCURS DURING EXCAVATION

RESOURCE OF INTEREST BE DISCOVERED DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. IN THE

AT HIS EXPENSE, IS REQUIRED TO HIRE A THIRD PARTY NATURAL RESOURCE BIOLOGIST SHOULD A NATURAL

REQUIRED TO NOT IMPACT ADDITIONAL WETLAND OR OTHER NATURAL RESOURCES AS SHOWN. CONTRACTOR,

2. NATURAL RESOURCES ARE SIGNIFICANT WITHIN THE PENINSULA AREA. STRICT ADHERENCE TO LOD'S IS

FIELD PRIOR TO CONSTRUCTION (WETLANDS).

1. THE FOLLOWING ENVIRONMENTAL AREAS DENOTED ON THE PLAN SHEETS NEED TO BE DELINEATED IN THE

NOTE:

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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

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S C

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IP

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1614700

CRH/LAF

IM

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D o c u m e n t s

P r o je c t s

C A

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N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

20" RCP

INV. IN: 51.57

INV. OUT: 51.18

INV. IN: 56.54

INV. OUT: 55.78

8" STEEL

1031103210331034103510361037

SITE 00009 - AOC 13 DIRT ROADS

GRAVEL

STATION "600"

GPS CONTROL

R

ID

G E R

O A

D

HUDS

O

N

BO

ULE

VARD

HUDSON B

OULEVARD

HUDSON B

OULEVARD

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

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H U

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V A R

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V A R

D

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

20" RCPINV. IN: 51.57INV. OUT: 51.18

18" RCP

INV. IN: 69.62INV. OUT: 68.46

TOWER N11

TOWER N11 GUY WIRES

(2) 28" RCP

INV. IN: 65.27

INV. OUT: 64.58

GRAVEL

GRAVEL

CONTAINER

SHIPPING

CONCRETE BLOCKS

VARIOUS SIZE

STAGING AREA FOR

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

INV. = 51.18

INV. = 51.57

EDGE OF PAVEMENT

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

INV. = 69.62

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

COMMUNICATIONS BOX

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

BUILDING CORNER

GPSCONTROLSTATION

"615"

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

AOC 000014 - NORTH BORROW PIT

SITE 00009 - AOC 13 DIRT ROADS

- FORMER SKEET RANGE

AOC 00010B - UXO 1 - FIRING RANGES

AOC 000014 - NORTH BORROW PIT

GATE

12" HDPE

INV. IN: 72.66

INV. OUT: 72.42

404404

N 67°33'56.71" W

S 61 °35'

17.0 0" W

CX10

C X

C X

C X

CX10

C X

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX104

30'

20'

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

X

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

X

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

W E

T L

A N

D

IM

P A

E E

T

NWA56-PEM1

NWA9-PSS1

VWD14-PEM1

HUDSON BLVD

CULVERT

EXISTING

NWA9-PSS1

W45A-PFO1

W45A-PFO1

W45-PSS1

VWD14-PEM1

NWA9-PEM1

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH WATER)

WETLAND OF SPECIAL SIGNIFICANCE

(COASTAL)

WETLAND OF SPECIAL SIGNIFICANCE

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

STREAM

LIMIT OF DISTURBANCE

FRESHWATER WETLAND

BUFFER

25 FOOT FRESHWATER WETLAND

WATER)

IMPACT (INLAND FRESH

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

WETLAND IMPACT

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

TEMPORARY FRESHWATER

IMPACT (COASTAL)

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

PUBLIC WORKS DEPARTMENT MAINE (PWD-ME) NATURAL RESOURCES MANAGER (NRM).

OR OTHER CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

EVENT THAT AN UNAUTHORIZED IMPACT TO A NATURAL RESOURCE OF INTEREST OCCURS DURING EXCAVATION

RESOURCE OF INTEREST BE DISCOVERED DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. IN THE

AT HIS EXPENSE, IS REQUIRED TO HIRE A THIRD PARTY NATURAL RESOURCE BIOLOGIST SHOULD A NATURAL

REQUIRED TO NOT IMPACT ADDITIONAL WETLAND OR OTHER NATURAL RESOURCES AS SHOWN. CONTRACTOR,

2. NATURAL RESOURCES ARE SIGNIFICANT WITHIN THE PENINSULA AREA. STRICT ADHERENCE TO LOD'S IS

FIELD PRIOR TO CONSTRUCTION (WETLANDS).

1. THE FOLLOWING ENVIRONMENTAL AREAS DENOTED ON THE PLAN SHEETS NEED TO BE DELINEATED IN THE

NOTE:

181 358

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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

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

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

P

C X .d

Y O

M E

P

O T T E

D

:4

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

IL

IT

IE

S E

N G

IN

E E

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IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

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N T D

C C

O R

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N -N

O R

F O

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V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

20" RCP

INV. IN: 30.30

INV. OUT: 29.12

20" RCP

INV. IN: 30.10

INV. OUT: 29.27

10521053105410551056105710581059106010611062

HUDS

O

N

BO

ULE

VARD

HUDS

O

N

BO

ULE

VARD

DUKE'S PASS

BAY

VI

EW

R

OAD

BAY

VI

EW

R

OAD

18" RCPINV. IN: 33.81INV. OUT: 33.57

CULVERTINV. IN: 19.78INV. OUT: 18.67

TOWER N9

INV. 68.46'

HUDSON B

OULEVARD

HUDSON

BOULE

VARD P

O

IS

S O

N 'S P

A T

H

GRANITE MONUMENT WITH BRASS DISK FOUND

"US NAVY BASELINE"

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

N

TLE

Y H

O

LLE

R R

O A D

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

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

20" RCPINV. IN: 51.57INV. OUT: 51.18

18" RCP

INV. IN: 69.62INV. OUT: 68.46

TOWER N11

TOWER N11 GUY WIRES

INV. = 18.67

INV. = 19.78

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

INV. = 33.57

INV. = 33.57

INV. = 33.81

INV. = 33.81

INV. = 51.18

INV. = 51.57

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

INV. = 68.46

INV. = 69.62

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRICUNDERGROUND ELECTRIC

GPS CONTROL STATION "614"

GPSCONTROLSTATION

"615"

1085+89

CX10

C X

C X

C X

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX105

M A

T C

H L

IN

E S

T A S

E E S

H E

E T C

X

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

X

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

W E

T L

A N

D

IM

P A

E E

T

VWD32-PSS1

VWD32-PSS1

NWA9-PEM1

VWD32-PSS1

NWA9-PEM1

CULVERT

EXISTING

NWA9-PEM1

VWD32-PSS1

VWD48-PEM1

H U

N T

L E

Y H

O L L E

R

HUDSON BLVD

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH WATER)

WETLAND OF SPECIAL SIGNIFICANCE

(COASTAL)

WETLAND OF SPECIAL SIGNIFICANCE

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

STREAM

LIMIT OF DISTURBANCE

FRESHWATER WETLAND

BUFFER

25 FOOT FRESHWATER WETLAND

STREAM S5A

STREAM S5

STREAM S5

WATER)

IMPACT (INLAND FRESH

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

WETLAND IMPACT

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

TEMPORARY FRESHWATER

IMPACT (COASTAL)

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

PUBLIC WORKS DEPARTMENT MAINE (PWD-ME) NATURAL RESOURCES MANAGER (NRM).

OR OTHER CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

EVENT THAT AN UNAUTHORIZED IMPACT TO A NATURAL RESOURCE OF INTEREST OCCURS DURING EXCAVATION

RESOURCE OF INTEREST BE DISCOVERED DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. IN THE

AT HIS EXPENSE, IS REQUIRED TO HIRE A THIRD PARTY NATURAL RESOURCE BIOLOGIST SHOULD A NATURAL

REQUIRED TO NOT IMPACT ADDITIONAL WETLAND OR OTHER NATURAL RESOURCES AS SHOWN. CONTRACTOR,

2. NATURAL RESOURCES ARE SIGNIFICANT WITHIN THE PENINSULA AREA. STRICT ADHERENCE TO LOD'S IS

FIELD PRIOR TO CONSTRUCTION (WETLANDS).

1. THE FOLLOWING ENVIRONMENTAL AREAS DENOTED ON THE PLAN SHEETS NEED TO BE DELINEATED IN THE

NOTE:

182 358

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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

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IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

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P -3

P

E R

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E T

E R S

E C

U R

IT

Y

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F

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

P

C X .d

Y O

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P

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D

:5

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

IL

IT

IE

S E

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IN

E E

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IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

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O R

F O

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V A

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T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

18" RCP

INV. IN: 33.81

INV. OUT: 33.57

10631064106510661067106810691070107110721073107410751076

HUDS

O

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HUDS

O

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H U

D S

O N B

O U

LE

V

A R

D

HUDSON BOULEVARD

DUKE'S PASS

BAY

VI

EW

R

OAD

BAY

VI

EW

R

OAD

B A

Y V

IE

W R

O A

D

BAY VI

EW R

OAD

18" RCPINV. IN: 33.81INV. OUT: 33.57

APPROXIMATEHIGH WATER LINE

CULVERTINV. IN: 19.78INV. OUT: 18.67

36" HDPEINV. IN: 11.54INV. OUT: 10.04

36" HDPEINV. IN: 11.63INV. OUT: 10.04

TOWER N9

TOWER N9 GUY WIRES

TOWER N8 GUY WIRES

H U

D S

O N B

O U L E

V A R

DSPRAGUE'S NECK ROAD

H U

N

TLE

Y H

O

LLE

R R

O A D

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

20" RCPINV. IN: 30.10INV. OUT: 29.2720" RCPINV. IN: 30.30INV. OUT: 29.12

CULVERTINV. IN: 56.54INV. OUT: 55.78

TOWER N11

TOWER N11 GUY WIRES

INV. = 10.04

INV. = 10.04

INV. = 10.04

INV. = 10.04

INV. = 11.54

INV. = 11.54

INV. = 11.63

INV. = 11.63

INV. = 18.67

INV. = 19.78

INV. = 29.12

INV. = 29.27

INV. = 30.10INV. = 30.30

INV. = 33.57

INV. = 33.57

INV. = 33.81

INV. = 33.81

INV. = 54.76

INV. = 55.59

INV. = 55.78

INV. = 56.32

INV. = 56.38

INV. = 56.54

GPS CONTROL STATION "614"

"615"

1085+89

C X

C X

C X

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX106

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

X

M A

T C

H L

IN

E S

T A . 1

- S

E E S

H E

E T C

X

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH WATER)

WETLAND OF SPECIAL SIGNIFICANCE

(COASTAL)

WETLAND OF SPECIAL SIGNIFICANCE

(INLAND FRESH WATER)

75 FOOT WETLAND BUFFER

(COASTAL)

75 FOOT WETLAND BUFFER

STREAM

LIMIT OF DISTURBANCE

FRESHWATER WETLAND

VWD47-PEM1

HUDSON BLVD

NWA9-PEM1

NWA9-PSS1

VWN8-PEM1

VWN8-PEM1

NWA33-PSS1

CULVERT

EXISTING

W E

T L

A N

D

IM

P A

E E

T

BUFFER

25 FOOT FRESHWATER WETLAND

WATER)

IMPACT (INLAND FRESH

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(INLAND FRESH WATER)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

PERMANENT WETLAND

(COASTAL)

75 FOOT BUFFER IMPACT

TEMPORARY WETLAND

WETLAND IMPACT

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

PERMANENT FRESHWATER

IMPACT

WETLAND 25 FOOT BUFFER

TEMPORARY FRESHWATER

IMPACT (COASTAL)

SPECIAL SIGNIFICANCE

PERMANENT WETLAND OF

PUBLIC WORKS DEPARTMENT MAINE (PWD-ME) NATURAL RESOURCES MANAGER (NRM).

OR OTHER CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST STOP WORK IMMEDIATELY AND CONTACT THE

EVENT THAT AN UNAUTHORIZED IMPACT TO A NATURAL RESOURCE OF INTEREST OCCURS DURING EXCAVATION

RESOURCE OF INTEREST BE DISCOVERED DURING EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES. IN THE

AT HIS EXPENSE, IS REQUIRED TO HIRE A THIRD PARTY NATURAL RESOURCE BIOLOGIST SHOULD A NATURAL

REQUIRED TO NOT IMPACT ADDITIONAL WETLAND OR OTHER NATURAL RESOURCES AS SHOWN. CONTRACTOR,

2. NATURAL RESOURCES ARE SIGNIFICANT WITHIN THE PENINSULA AREA. STRICT ADHERENCE TO LOD'S IS

FIELD PRIOR TO CONSTRUCTION (WETLANDS).

1. THE FOLLOWING ENVIRONMENTAL AREAS DENOTED ON THE PLAN SHEETS NEED TO BE DELINEATED IN THE

NOTE:

183 358

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M S C

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ID

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IC

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

R

IP

T

IO

N S

Y M

1614700

CRH/LAF

IM

P

R O

V E

M E

N T S

P -3

P

E R

IM

E T

E R S

E C

U R

IT

Y

EJA

DSN

F

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

P

C X .d

Y O

M E

P

O T T E

D

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

IL

IT

IE

S E

N G

IN

E E

R

IN

G S

Y S

T E

M S C

O M

M A

N D

M

ID

L A

N T D

C C

O R

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A V

A L S

T A

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N -N

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F O

L K

V A

C U

T L E

R

M A

IN

E

N40085-19-D-9008 T008

02/08/23

PWD ME, via Email Approved by Jeffrey Hoyt, SEAL

FAD

CULVERT

INV. IN: 19.78

INV. OUT: 18.67

.9

TR

E E

LIN

E

1.3

TR

E E

LIN

E

.6

TR

E E

LIN

E

.7

TR

E E

LIN

E

.4

TR

E E

LIN

E

.7

TR

E E

LIN

E

.0

TR

E E

LIN

E

1.2

TR

E E

LIN

E

.5

TR

E E

LIN

E

.0

TR

E E

LIN

E

.7

TR

E E

LIN

E

.4

TR

E E

LIN

E

.6

TR

E E

LIN

E

FLOOD ZONE AE OR VE ELEVATION 17

FLOOD VE 17'

HUDS

O

N

BO

ULE

VARD

HUDS

O

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H U

D S

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HUDSON BOULEVARD

H U

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DUKE'S PASS

BAY

VI

EW

R

OAD

BAY

VI

EW

R

OAD

B A

Y V

IE

W R

O A

D

BAY VI

EW R

OAD

18" RCPINV. IN: 33.81INV. OUT: 33.57

APPROXIMATEHIGH WATER LINE

CULVERTINV. IN: 19.78INV. OUT: 18.67

36" HDPEINV. IN: 11.54INV. OUT: 10.04

36" HDPEINV. IN: 11.63INV. OUT: 10.04

36" CMPINV. IN: 10.19INV. OUT: 9.61

36" CMPINV. IN: 10.38INV. OUT: 10.50

TOWER N9

TOWER N9 GUY WIRES

TOWER N8 GUY WIRES

TOWER N8

TOWER N8 GUY WIRES

H U

D S

O N B

O U L E

V A R

D

INV. = 9.61

INV. = 9.61

INV. = 10.04

INV. = 10.04

INV. = 10.04

INV. = 10.04

INV. = 10.20

INV. = 10.38

INV. = 10.38

INV. = 10.50

INV. = 11.54

INV. = 11.54

INV. = 11.63

INV. = 11.63

INV. = 18.67

INV. = 19.78

INV. = 33.57

INV. = 33.57

INV. = 33.81

INV. = 33.81

GPS CONTROL STATION "614"

1085+89

C X

C X

C X

TCW TCW SCS

NORTH

PLAN

50' 100'0

CX107

MATCH LI

NE STA. 1

076+

20 -

SEE SHEET CX10

AREA SECURITY FENCE - PENINSULA

B/L OF CONSTRUCTION RESTRICTED

30' 20'

W E

T L

A N

D

IM

P A

E E

T

WETLAND IMPACT LEGEND LEGEND

SECURITY FENCE

RESTRICTED AREA

(INLAND FRESH…

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