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A
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A/E INFO
N
V A
L F
A C
IL
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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
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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
O U
L E
V A
R D
B U
S T E
R B
O U
L E
V A
R D
H U
D S
O N
W
IL
D L
IF
E D
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
T
IO
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
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
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
E N
A V
A L S
T A
T
IO
N -N
O R
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
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
E S
T A 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
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:
179 358
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1 2 3 4 5
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S E
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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
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D o c u m e n t s
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C A
D D
P L
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T S
G F
P
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M E
P
O T T E
D
:3
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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
T
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N -N
O R
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
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:
180 358
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1 2 3 4 5
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C
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IT
IE
S E
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IN
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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
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IM
E T
E R S
E C
U R
IT
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F
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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
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P
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D
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AS NOTED
D E
P A
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M E
N T O
F T
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A V
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A V
A L F
A C
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IT
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S E
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IN
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IN
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T E
M S C
O M
M A
N D
M
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N T D
C C
O R
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A V
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T A
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N -N
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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: 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
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
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
12880963
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
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
T
IO
N -N
O R
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
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
12880964
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
: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
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
T
IO
N -N
O R
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
18" RCP
INV. IN: 33.81
INV. OUT: 33.57
10631064106510661067106810691070107110721073107410751076
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
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
12880965
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
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
T
IO
N -N
O R
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
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
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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