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A/E INFO
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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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N40085-19-D-9008 T008
02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
0 2
80 80
1 8
E S D
E U
C
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E U
E
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C A B L E S
E U E (2
K V
P
IP
D (1
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C P
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D (8
"C
I)ES
D(1 5"R
CP)
EUE/EUC
EUE(6W)
EUE(6W)
EUE/EUC
EUE/EUC
S-6
S-8
S-4
S-0
S-12
N-5
N-10
N-12
N-1
N-2
N-4
N-0
INV. 38.08'
INV. 39.64'
INV. 25.39'
INV. 25.56'
INV. 26.08'
INV. 25.73'
INV. 29.31'
INV. 30.42'
RCP
INV. 33.77'
INV. 33.82'
8" STEEL
H U
N
TLE
Y H
O
LLE
R R
O A
D
INV. 37.61'
INV. 35.80'
INV. 10.06'
30" RCP
STE
ELINV. 9.84'
INV. 9.67'
H D P E
INV. 12.48'
INV. 13.71'
ST
EE
LINV. 19.96'
INV. 19.73'
R C P
R C P
INV. 22.74'
INV. 22.94'
INV. 22.30'
INV. 22.52'
RCP
INV. 16.40'
INV. 16.73'
C M
P
INV. 45.79'
INV. 45.65'
4" STEEL
INV. 65.68'
INV. 65.88'
INV. 58.87'
INV. 58.18'
S T E E L
INV. 40.23'
INV. 39.97'
INV. 35.68'
INV. 35.92'
INV. 43.35'
INV. 43.37'
12" STEEL
INV. 38.73'
INV. 38.14'
H D P E
INV. 27.10
INV. 26.09
12" STEEL
INV. 16.31'
RIDGE ROAD
ST. LA
U R
EN
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ST. LA
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ST. LA
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S T . L
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S A
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N U
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INV. 17.26'INV. 16.99'
ST.LAU
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S T .L
A U
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N T S
T R E E T
S T E E L E S A
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S T E E L E S A
V E
N U E
HUNTL
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H
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ER
R
O
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S-10
N-6
S T E E L
INV. 70.28'
INV. 69.85'
INV. 53.21'
INV. 53.33'
INV. 37.76'
INV. 38.49'
J A
K E S L
A N
E
E X
IS
T
T U
N N E L
EXIST WELL #100
EXIST MH N1A
EXIST MH 3W
EXIST MH 4W
EXIST MH 5W
EXIST MH 6W
BANK
EXIS
T L
OAD
EXIST MH 7W
BLDG
TRANSMITTER
B100
D
D
D
E
E
C
C
C
C
E
SSCO
EXIST
C A B L E S
E U E (2
K V
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X
C A B L E S
E U E (2
K V
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B L E S
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B L E S
E U
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B L E S
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K V
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D(1
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ESD(15"RCP)
E S D (1
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C P
ESD(15"RCP)
E S
D (1
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ESD(36"RCP)
ESD(4"STL)
ESD(36"RCP)
E U
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E U E
E U
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E U
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E U
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E U
C
E U C
E U C
E U E
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E U C
E U C
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ESD
ESD(24"RCP)
ESD(24"RCP)
E S
D (1
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D (2
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ESS(4")
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ESD
ESD
ESD
ES
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ESD
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D
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(12")
ESD(10")
E S S
E S S
ESS(AB)
ES
S
ESS
ESS
ESS
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EUU
EUU
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F
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RIDGE ROAD
RIDGE ROAD
S T L A
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N T S
T R E E T
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EXIST MH 2W
EXIST MH 1W
EXIST MH N1B
W
F
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EUE(2
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EUE(2
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EUE(2
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EUE(2
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EUE(2-44KV
EUE(2-44KV
EUE(2
-44KV
DE-I
CEREXIST
(G R
A V E L
(G
RAVEL)
(G
RAVE
L)
CMP
INV.
INV.
8" S
TEEL
C
6" STEEL
28.31'
INV.
28.25'
INV.
R C P
R C P
C
C
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D
D
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C
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W
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E U
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E U E
E U E
E U E
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C
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C
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C
E U
C
E U
C
C
C
C
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20WAYEUE/EUC
E U E
E U
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E U
E
E U
E
E U
E
E U
C
E
E
E
E
E
C
C
20WAYEUE/EUC
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CC
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E
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C
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W V
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G A
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G A
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G A
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G A
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G A
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C
S
S
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E
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E W
E W
W
WV
S
S
S
S
W
EXISTING FENCE
SITE 00009 - AOC 13 DIRT ROADS
EXISTING WOODEN FENCE
SIGN
36"x36"
SIGN
24"x24"
SIGN
12"x18"
SIGN
8"x24"
SIGN
12x12" 12"x24" 15"x21" 24"x24"
FLOODED AREA
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
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
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
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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
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R B
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L E
V A
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H U
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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
(2) 28" RCP
INV. IN: 65.27
INV. OUT: 64.58
FFE: 95.23 FFE: 95.22
SEPTIC FIELD
FFE: 96.29
OLD GPS
CONTROL STATION
OLD GPS CONTROL STATION
APPROXIMATE HIGH
WATER LINE
STREAM
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
ANCHORS
SHIP
RETIRED
ANTENNA TOWER
WITH GUY CABLES
S S
RIM: 92.0
COMM. BOX
CONTAINER
SHIPPING
CONCRETE BLOCKS
VARIOUS SIZE
STAGING AREA FOR
OLD GPS CONTROL STATION
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
HIGH WATER MARK
HIGH WATER MARK
INV. = 11.12
HIGH WATER MARK
HIGH WATER MARK
HIGH WATER MARK
HIGH WATER MARK
HIGH WATER MARK
HIGH WATER MARK
INV. = 11.40
HIGH WATER MARK
HIGH WATER MARK
INV. = 11.47
HIGH WATER MARK
INV. = 11.53
INV. = 11.53
INV. = 11.54
HIGH WATER MARK
INV. = 11.54
HIGH WATER MARK
INV. = 11.63
INV. = 11.63
INV. = 11.64
INV. = 11.68
INV. = 11.72
" C
M P
IN
V
. IN
: 1 .9
IN
V . O
U T : 1
.7
INV. = 11.77
INV. = 11.89
INV. = 12.35
INV. = 12.49
INV. = 14.42
INV. = 14.64
INV. = 14.92
INV. = 14.97
INV. = 15.12
INV. = 15.12
INV. = 15.20
INV. = 15.20
INV. = 15.30
INV. = 15.72
INV. = 15.97
INV. = 15.97
INV. = 15.98
INV. = 16.18
INV. = 16.18
INV. = 16.26
INV. = 16.26
INV. = 16.62
INV. = 16.75
INV. = 17.27
INV. = 17.34
INV. = 17.34
INV. = 17.58INV. = 17.60
INV. = 18.67
INV. = 19.21INV. = 19.26
INV. = 19.78
INV. = 19.78
INV. = 19.83
INV. = 20.00
INV. = 20.11
S
INV. = 20.45
INV. = 20.59
INV. = 20.74
D
Y H
INV. = 21.27
INV. = 21.36
WV
INV. = 21.39
INV. = 21.39
WV
INV. = 21.75
INV. = 21.80
INV. = 21.85
INV. = 21.93
INV. = 22.30
E
INV. = 22.92
INV. = 22.92
C
S
INV. = 24.60
INV. = 24.60
INV. = 24.75
INV. = 24.75
S
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
INV. = 27.77
INV. = 27.81
INV. = 27.92
INV. = 27.94
INV. = 28.25
WV
WV
INV. = 29.12
INV. = 29.27
INV. = 30.10INV. = 30.30
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
INV. = 54.76
INV. = 55.59
INV. = 55.78
INV. = 56.32
INV. = 56.38
INV. = 56.54
INV. = 68.46
INV. = 69.62
COMMUNICATIONS BOX
POWER PLANT
WV
WV
WV
CO
W
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
S
DY
H
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
WV
SEPTIC FIELD
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
U D
U
105110
404404
U D U D
U D
U D U D
UU D
F D
F D
F D
F D
F D
U D
F D
F D
F D
F D
F D
F D
U
2034+74.50
1084+89
60066007
400340044004+39
3007+86
5002+60
SPRAGUE'S NECK RD
H U
D S
O N B
L V
D
H U
D S
O N B
L V
D
B U
S T E
R B
L V
D
W
IL
D L
IF
E D
R
BUSTER BLVD
B U S T E R B
L V
D
B U S T E R B
LV
D
B U
S T
E R B
L V
D
R
ID
G E R
D
R
ID
G E R
D
F O
G H
A R
B O
R R
D
F O
G H
A R B O
R R
D
F O
G H
A R
B O
R R
D
JSK JSK TCW
CE104
P H
A
A N
O V
E R
A
R
O S
IO
D
IM
E
O
N T
R
NORTH
PLAN
750' 1500'0
CE105CE106
CE107
159 358
12880941
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 E .d
Y O
M E
P
O T T E
D
:0
: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
DLB
80 80
(A B )E
SS
x
S S
WV
EXISTING WOODEN FENCE
SIGN
36"x36"
RIDGE ROAD
B137
B134B135
T
PAVEMENT
P R
O P
E R
T Y L
IN
E
GRAVEL
GRAVEL
SEWER MANHOLES
RIM: 93.71 (N)
RIM: 93.68 (S)
FFE: 95.23 FFE: 95.22
SEPTIC FIELD
OLD GPS
CONTROL STATION
OLD GPS CONTROL STATION
RIM: 93.48
COMM. BOXES
RIM: 93.72
COMM. BOXES
IRON BELL
ANCHORS
SHIP
RETIRED
ANTENNA TOWER
WITH GUY CABLES
S S
F O
G H
A R B O
R R
O A D
W
15" RCP
INV. IN: 89.68
INV. OUT: 89.16
BRASS DISK INSET IN CONCRETE
W
S
SEWER MANHOLE
RIM: 91.36
SEWER MANHOLE
RIM: 95.03
SEWER MANHOLE
RIM: 94.99
WV
DRINKING WATER WELL
BUILDING AND SHED
SITE 00008 - MAINTENANCE
FOUND IRON PIN
U D U D
U D
U D U D
UU D
F D
F D
F D
F D
F D
U D
F D
F D
F D
F D
F D
F D
U
400340044004+39
3007+86
5002+60
CO
80 80
1 8
N-12
N-1
INV. 38.08'
INV. 39.64'
INV. 25.39'
INV. 25.56'
INV. 26.08'
INV. 25.73'
H U
N
TLE
Y H
O
LLE
R R
O A
D
INV. 37.61'
INV. 35.80'
H U
N T
L E
Y H
O L
L E
R R
O A
D
(A B )E
SS
x
X
EUE
S
CMP
INV.
INV.
R C P
R C P
2' R
CP
CC
CMP
S
WV
S
S
S
S
EXISTING FENCE
SITE 00009 - AOC 13 DIRT ROADS
EXISTING WOODEN FENCE
SIGN
36"x36"
SIGN
24"x24"
SIGN
12"x18"
SIGN
8"x24"
SIGN
12x12" 12"x24" 15"x21" 24"x24"
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
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
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
(2) 28" RCP
INV. IN: 65.27
INV. OUT: 64.58
FFE: 95.23 FFE: 95.22
SEPTIC FIELD
FFE: 96.29
OLD GPS
CONTROL STATION
OLD GPS CONTROL STATION
APPROXIMATE HIGH
WATER LINE
STREAM
EXISTING FENCE
GRAVEL
GRAVEL
NEW SIGN POST(NO SIGN)
RIM: 93.48
COMM. BOXES
RIM: 93.72
COMM. BOXES
IRON BELL
ANCHORS
SHIP
RETIRED
ANTENNA TOWER
WITH GUY CABLES
S S
RIM: 92.0
COMM. BOX
CONTAINER
SHIPPING
CONCRETE BLOCKS
VARIOUS SIZE
STAGING AREA FOR
OLD GPS CONTROL STATION
INV. = 6.86
INV. = 6.86
INV. = 7.77
INV. = 7.77
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
INV. = 28.25
INV. = 68.46
INV. = 69.62
COMMUNICATIONS BOX
CO
W
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
24" CMP
INV. IN: 11.49
INV. OUT: 11.32
60" HDPE
INV. IN: 6.37
INV. OUT: 5.95
S
DY
H
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
WV
SEPTIC FIELD
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
U D
U
105110
404404
U D U D
U D
U D U D
UU D
F D
F D
F D
F D
F D
U D
F D
F D
F D
F D
F D
F D
U
2034+74.50
60066007
400340044004+39
3007+86
5002+60
CE105CE106
CE107
CE105
JSK JSK TCW
NORTH
PLAN
30' 60'0
E R
O S
D
IM
E
N T
O
A
SPREADER
BERMED LEVEL LIP
BUFFER 2 STONE-
SEE CG504 FOR DETAIL
SPREADER
STONE BERM LEVEL
DETAIL
SEE 1 CG502 FOR
RR-101
DETAIL
SEE 1 CG502 FOR
RR-102
DETAIL
SEE 1 CG-502 FOR
RR-103
TYPICAL
SEE CG601 FOR
DT-101
CE
SF
IP
SF
RIDGE ROAD
B/L OF CONSTRUCTION
MAIN ECF
B/L OF CONSTRUCTION
S E
E S
H E
E T C
E
M A
T C
H L
IN
E S
T A
S E
E S
H E
E T C
E
M A
T C
H L
IN
E S
T A
DETAIL
SEE 2 CG502 FOR
DETAIL
SEE 2 CG502 FOR
SF
C-001
CLEANOUT
P
P
I
EX-HDWL
EX-HDWL
I
15" RCP
P-102
15" RCP
P-103
P P
P P 6 8
V
C
U D
C
F D
8" PVC
UD-105
P P
8" PVC
UD-103
4" PVC
FD-101
P P
18" RCP
P-107
8" PVC
UD-102
8" PVC
UD-101
I
MH
I
I
I
I
P P
DETAIL
SEE 2 CG502 FOR
PROTECTION
PIPE SLOPE
DETAIL
SEE 2 CG502 FOR
PROTECTION
PIPE SLOPE
NOTE:
SF
I
P P
4" PVC
FD-101
SF
P
P
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CD001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LEGEND
IP INLET PROTECTION
SF SFSILT FENCE
CECONSTRUCTION ENTRANCE
MBMIX BERM
FB
PH PUMP AND HOSEP
FILTERBAG
SH
SB SANDBAGS
18" SUMP HOLE
FS FILTER SOCK
SAME DAY STABILIZATION SD
SD SD
SEDIMENT CONTROL DEVICE.
UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED
SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT
ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A
SAME DAY STABILIZATION NOTE:
12880942 160 358
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 E .d
Y O
M E
P
O T T E
D
:3
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
DLB
9 8
1 8 2 8
X
EUE
S
SIGN
24"x24"
SIGN
12"x18"
SIGN
8"x24"
SIGN
12x12" 12"x24" 15"x21" 24"x24"
B140
R
ID
G E R
O A
D
PAVEMENT
EXISTING
FENCE
GRAVEL
GRAVEL
APPROXIMATE HIGH
WATER LINE
VENT
POND
STATION "600"
GPS CONTROL
SAND / SALT
SHED
RIM: 92.0
COMM. BOX
CONTAINER
SHIPPING
CONCRETE BLOCKS
VARIOUS SIZE
STAGING AREA FOR
CO
SEPTIC FIELD
(POSSIBLE TANK
LOCATION PER GIS)
S
DY
H
SEPTIC FIELD
AOC 000014 - NORTH BORROW PIT
SITE 00009 - AOC 13 DIRT ROADS
- FORMER SKEET RANGE
AOC 00010B - UXO 1 - FIRING RANGES
BUILDING AND SHED
SITE 00008 - MAINTENANCE
DIESEL TANK
500 GALLON
15" RCP
INV. IN: 83.94
INV. OUT: 82.97
U D
U
60066007
80 80
1 8
N-12
N-1
INV. 38.08'
INV. 39.64'
INV. 25.39'
INV. 25.56'
INV. 26.08'
INV. 25.73'
H U
N
TLE
Y H
O
LLE
R R
O A
D
INV. 37.61'
INV. 35.80'
H U
N T
L E
Y H
O L
L E
R R
O A
D
(A B )E
SS
x
X
EUE
S
CMP
INV.
INV.
R C P
R C P
2' R
CP
CMP
S
WV
S
S
S
S
EXISTING FENCE
SITE 00009 - AOC 13 DIRT ROADS
EXISTING WOODEN FENCE
SIGN
36"x36"
SIGN
24"x24"
SIGN
12"x18"
SIGN
8"x24"
SIGN
12x12" 12"x24" 15"x21" 24"x24"
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
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
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
(2) 28" RCP
INV. IN: 65.27
INV. OUT: 64.58
FFE: 95.23 FFE: 95.22
SEPTIC FIELD
FFE: 96.29
OLD GPS
CONTROL STATION
OLD GPS CONTROL STATION
APPROXIMATE HIGH
WATER LINE
STREAM
EXISTING FENCE
GRAVEL
GRAVEL
NEW SIGN POST(NO SIGN)
RIM: 93.48
COMM. BOXES
RIM: 93.72
COMM. BOXES
IRON BELL
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
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
INV. = 28.25
INV. = 68.46
INV. = 69.62
COMMUNICATIONS BOX
CO
W
15" RCP
INV. IN: 46.08INV. OUT: 45.32
15" RCP
INV. IN: 28.25INV. OUT: 26.77
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
24" CMP
INV. IN: 11.49
INV. OUT: 11.32
60" HDPE
INV. IN: 6.37
INV. OUT: 5.95
S
DY
H
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
WV
SEPTIC FIELD
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
U D
U
105110
404404
U D U D
U D
U D U D
UU D
F D
F D
F D
F D
F D
U D
F D
F D
F D
F D
F D
F D
U
2034+74.50
60066007
400340044004+39
3007+86
5002+60
CE105CE106
CE107
S E
E S
H E
E T C
E
M A
T C
H L
IN
E S
T A
S E
E S
H E
E T C
E
M A
T C
H L
IN
E S
T A
CE106
JSK JSK TCW
NORTH
PLAN
30' 60'0
SEE SHEET CE103
M
ATCH LINE STA. 313+40 -
S E
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H E
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M A
T C
H L
IN
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T A . 4
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D
IM
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MATCH LINE-SEE THIS SHEET
SHEET
MATCH LINE- SEE THIS
IP
SD
SF
SEE CG601 FOR TYPICAL
DT-201A
SEE CG601 FOR TYPICAL
DT-101
SEE CG601 FOR TYPICAL
DT-202
DETAIL
SEE CG504 FOR
FILTER 1
UNDERDRAINED SOIL
GRASSED
P
PH
STOCK PILE AREA
MAIN ECF
B/L OF CONSTRUCTION
RIDGE ROAD
B/L OF CONSTRUCTION
HUDSON BOULEVARD
B/L OF CONSTRUCTION
P P
MH
P
P
C U
D
C U
D
C U
D
C U
D
C U
D
C U
D
6" P
VCP-
C U
D
C U
D
C U
D
C U
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DETAIL
SEE 5 CG502 FOR
C-003-013
NOTE:
FS
SD
GRAVEL ROAD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CD001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SF
SD
SD
SD
FS
FS
FS
FS
SFSF
LEGEND
IP INLET PROTECTION
SF SFSILT FENCE
CECONSTRUCTION ENTRANCE
MBMIX BERM
FB
PH PUMP AND HOSEP
FILTERBAG
SH
SB SANDBAGS
18" SUMP HOLE
FS FILTER SOCK
SAME DAY STABILIZATION SD
FENCE -PENINSULA EAST
RESTRICTED AREA SECURITY
B/L OF CONSTRUCTION
SEE CG601 FOR TYPICAL
DT-201B
SEDIMENT CONTROL DEVICE.
UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED
SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT
ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A
SAME DAY STABILIZATION NOTE:
FENCE -PENINSULA
RESTRICTED AREA SECURITY
B/L OF CONSTRUCTION
SWM ACCESS
161 358
12880943
C
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1 2 3 4 5
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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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D A
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S C
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02/08/23
PWD ME, via Email Approved by Jeffrey Hoyt, SEAL
DLB
SITE 00009 - AOC 13 DIRT ROADS
(2) 28" RCP
INV. IN: 65.27
INV. OUT: 64.58
GRAVEL
GRAVEL
AOC 000014 - NORTH BORROW PIT
GATE
12" HDPE
INV. IN: 72.66
INV. OUT: 72.42
404404
80 80
1 8
N-12
N-1
INV. 25.39'
INV. 25.56'
INV. 26.08'
INV. 25.73'
H U
N
TLE
Y H
O
LLE
R R
O A
D
INV. 37.61'
INV. 35.80'
H U
N T
L E
Y H
O L
L E
R R
O A
D
(A B )E
SS
x
X
EUE
S
CMP
INV.
INV.
R C P
R C P
2' R
CP
CC
S
WV
S
S
S
S
EXISTING FENCE
SITE 00009 - AOC 13 DIRT ROADS
EXISTING WOODEN FENCE
SIGN
36"x36"
SIGN
24"x24"
SIGN
12"x18"
SIGN
8"x24"
SIGN
12x12" 12"x24" 15"x21" 24"x24"
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
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
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
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
(2) 28" RCP
INV. IN: 65.27
INV. OUT: 64.58
FFE: 95.23 FFE: 95.22
SEPTIC FIELD
FFE: 96.29
OLD GPS
CONTROL STATION
OLD GPS CONTROL STATION
APPROXIMATE HIGH
WATER LINE
STREAM
EXISTING FENCE
GRAVEL
GRAVEL
NEW SIGN POST(NO SIGN)
RIM: 93.48
COMM. BOXES
RIM: 93.72
COMM. BOXES
IRON BELL
ANCHORS
SHIP
RETIRED
ANTENNA TOWER
WITH GUY CABLES
S S
RIM: 92.0
COMM. BOX
CONTAINER
SHIPPING
CONCRETE BLOCKS
VARIOUS SIZE
STAGING AREA FOR
OLD GPS CONTROL STATION
INV. = 6.86
INV. = 6.86
INV. = 7.77
INV. = 7.77
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
INV. = 28.25
INV. = 68.46
INV. = 69.62
COMMUNICATIONS BOX
CO
W
15" RCP
INV. IN: 46.08INV. OUT: 45.32
15" RCP
INV. IN: 28.25INV. OUT: 26.77
15" RCP
INV. IN: 16.26
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
24" CMP
INV. IN: 11.49
INV. OUT: 11.32
60" HDPE
INV. IN: 6.37
INV. OUT: 5.95
S
DY
H
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
WV
SEPTIC FIELD
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
U D
U
105110
404404
U D U D
U D
U D U D
UU D
F D
F D
F D
F D
F D
U D
F D
F D
F D
F D
F D
F D
U
2034+74.50
60066007
400340044004+39
3007+86
5002+60
CE105CE106
CE107
CE107
JSK JSK TCW
NORTH
PLAN
30' 60'0
SEE SHEET CE106
M
ATCH LINE STA. 313+40 -
S E
E S
H E
E T C
E
M A
T C
H L
IN
E S
T A . 4
E R
O S
D
IM
E
N T
O
A
A N
P
P
P
PH
PH
PH
FB
FB
FB
SB
SB
SB
SH
SH
SEE 2 CG-501 FOR DETAIL
PLUNGE POOL
HUDSON BOULEVARD
B/L OF CONSTRUCTION
RIDGE ROAD
B/L OF CONSTRUCTION
P P
SF
SH
SF
SF
SF
SF
NOTE:
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CD001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
LEGEND
IP INLET PROTECTION
SF SFSILT FENCE
CECONSTRUCTION ENTRANCE
MBMIX BERM
FB
PH PUMP AND HOSEP
FILTERBAG
SH
SB SANDBAGS
18" SUMP HOLE
FS FILTER SOCK
SAME DAY STABILIZATION SD
EAST
AREA SECURITY FENCE -PENINSULA
B/L OF CONSTRUCTION RESTRICTED
SEDIMENT CONTROL DEVICE.
UNSTABILIZED OVERNIGHT UNLESS THE RUNOFF IS DIRECTED TO A APPROVED
SAME DAY STABILIZATION MANNER. NO DISTURBED AREA MUST BE LEFT
ALL AREAS DESIGNATED AS SAME DAY STABILIZATION MUST BE CONSTRUCTED IN A
SAME DAY STABILIZATION NOTE:
AREA SECURITY FENCE -PENINSULA
B/L OF CONSTRUCTION RESTRICTED
162 358
12880944
| 159-CE104 - OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 2 |
| 160-CE105 - EROSION AND SEDIMENT CONTROL PLAN PHASE 2 |
| 161-CE106 - EROSION AND SEDIMENT CONTROL PLAN PHASE 2 |
| 162-CE107 - EROSION AND SEDIMENT CONTROL PLAN PHASE 2 |
| 2023-03-16T18:52:49-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:53:21-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:53:31-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:53:41-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:54:17-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:54:42-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:54:43-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T18:54:45-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .