1614700dwg11of22CIVIL_EROSION_03.pdf
PDF 45 MB Posted
- Solicitation number
- N4008523R2539
View the file
Other files
Show 40 more
Latest 50 of 105 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
A/E INFO
N
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
IL
E
M E p w g f n e t p w .b e n t le y .c o m :g f n e t p w
D o c u m e n t s
P r o je c t s
C A
D D
P L
S H
E E
T S
G F
P
C E .d g n
L
Y O
U T
M E
P lo t
P
O T T E
D
:5
:3
M
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
5 2
65 6
5 8
0 9
95 9
75 8
90 90
E S D
E U
C
E U E
E U
E
E U
C
C A B L E S
E U E (2
K V
P
IP
D (1
"R
C P
E S
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
T STR
EET
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
H U
N T
L E
Y H
O L
L E
R R
O A
D
R
ID
G E R
O A
D
H U
N T L E
Y H
O L L E
R R
O A
D
H U
N T L E
Y H
O L L E
R R
O A
D
S T . L
A U
R E
N T S
T R
E E
T
S T . L
A U
R E
N T S
T R
E E
T
S T
E E
L E
S A
V E
N U
E
S T
E E
L E
S A
V E
N U
E
S T
E E
L E
S A
V E
N U
E
S T
E E
L E
S A
V E
N U
E
S T
E E
L E
S A
V E
N U
E
S T
E E
L E
S A
V E
N U
E
S T
E E
L E
S A
V E
N U
E
W
IL
D L
IF
E D
R
IV
E
INV. 17.26'INV. 16.99'
ST.LAU
REN
T STREET
S T .L
A U
R E
N T S
T R E E T
S T E E L E S A
V E
N U E
S T E E L E S A
V E
N U E
HUNTL
EY
H
O
LL
ER
R
O
AD
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
P
F x
X
C A B L E S
E U E (2
K V
P
C
B L E S
E U
E (2
K V
P
B L E S
E U
E (2
K V
P
B L E S
E U
E (2
K V
P
ES
D(1
5"R
CP)
ESD(15"RCP)
E S D (1
"R
C P
ESD(15"RCP)
E S
D (1
"S
T L
ESD(36"RCP)
ESD(4"STL)
ESD(36"RCP)
E U
C
E U E
E U
E
E U
C
E U
E
E U
C
E U C
E U C
E U E
E U E
E U E
E U E
E U C
E U C
E U C
ESD
ESD(24"RCP)
ESD(24"RCP)
E S
D (1
"R
C P
E S
D (2
"R
C P
ESS(4")
EUE(2-4")
ESD
ESD
ESD
ES
D
ESD
E S
D
(1
ESD
(12")
ESD(10")
E S S
E S S
ESS(AB)
ES
S
ESS
ESS
ESS
EOU
E O
U
EUU
EUU
EUC(2-
3/4")
F
IR
E
P
U M P
T O
E X
IS
T
IN
G
RIDGE ROAD
RIDGE ROAD
S T L A
U R E
N T S
T R E E T
E
C
EXIST MH 2W
EXIST MH 1W
EXIST MH N1B
W
F
F
E
C
C
C
EUE(2
-44KV
EUE(2
-44KV
EUE(2
-44KV
EUE(2
-44KV
EUE(2
-44KV
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
D
D
D
2' R
CP
C
C
W
E U
E
E U
E
E U E
E U E
E U E
E U
C
E U
C
E U
C
E U
C
E U C
E U
C
E U
C
E U
C
C
C
C
C
20WAYEUE/EUC
E U E
E U
E
E U
E
E U
E
E U
E
E U
C
E
E
E
E
E
C
C
20WAYEUE/EUC
C
CC
CMP
E
E
C
D
V
W V
D
H
D
S
M
H
D
H
D
H
D
H
D
E
E
E
E
C
D
S-11
G A
T E
EUE
S
S
G A
TE
G A
T E
G A
TE
G A
T E
E
C
S
S
C
E
E
E W
E W
W
S
S
S
S
W
MONUMENT
FOUND IN 2014
WIRE ANCHORAGES
TOWER S7
GUY
WIRE ANCHORAGES
TOWER S7
GUY
T O
W E
R N
GUARD
SHACK
C O
N T
R O
L S
T A
T
IO
N
P U
B L
IS
H E
D G
P S
B
T O
W E
R S
T O
W E R S
S
IT
E A
O C D
IR
T R
O A
D S
F L
O O
D
R
E A
W
IR
E A
N C
H O
R A
G E S
T O
W E R S G
Y
R
C P
IN
V
IN
.3
IN
V O
U T .1
H O
IS
T H
O U S E S
A O
C V
A N S F O
R M
E R H
O U S E S
A O
C V
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
W
IR
E A
N C
H O
R A
G E S
T O
W E
R S
G
O
IS
T H
O U S E S
A O
C
- 4
V
IN
T S
C R
A P A
R E
A
S
IT
E
- F
O R
M
IN
T S
C R
A P A
R E
A
S
IT
E
F
O R
M
E A
N C
H O
R A
G E
S T
O W
E R S
G
WIRE ANCHORAGES
TOWER S5
GUY
W
IR
E A
N C
H O
R A
G E S
T O
W E R S G
E A
N C
H O
R A
G E S
T O
W E R S G
E A
N C
H O
R A
G E S
T O
W E R S G
WIRE ANCHORAGES
TOWER S5
GUY
W
IR
E A
N C
H O
R A
G E S
T O
W E R S G
IT
E A
O C D
IR
T R
O A
D S
W
IR
E A
N C
H O
R A
G E S
T O
W E
R N
G
E A
N C
H O
R A
G E S
T O
W E
R S
G
E A
N C
H O
R A
G E S
T O
W E
R S
G
E A
N C
H O
R A
G E S
T O
W E
R S
G
IS
T H
O U
S E S
A O
C
V
E A
N C
H O
R A
G E S
T O
W E
R S
G
E A
N C
H O
R A
G E S
T O
W E
R S
G
E A
N C
H O
R A
G E S
T O
W E
R S
G
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E
S T
O W
E R S
G
E A
N C
H O
R A
G E S
T O
W E R N
G
U Y P A
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
IS
T H
O U S E S
A O
C V
E A
N C
H O
R A
G E S
T O
W E R N
G
130A
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
P R
O P
E R
T Y L
IN
E
EXISTINGFENCE
FLAG
EXISTING
FENCE
GRAVEL
CATCH BASIN
RIM: 93.48
CATCH BASIN
RIM: 93.72
SEWER
MANHOLES
RIM: 89.76 (W)
RIM: 89.72 (E)
SEWER MANHOLES
RIM: 93.71 (N)
RIM: 93.68 (S)
APPROXIMATE HIGH
WATER LINE
STREAM
APPROXIMATE HIGHWATER LINE
POND
SAND / SALT
SHED
ANTENNA TOWER
WITH GUY CABLES
SHIPPING CONTAINER
SIGN
"NAVAL SUPPORT
ACTIVITY CUTLER"
MOVEABLE
CONCRETE
BARRIER
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
GRAVEL
F O
G H
A R
B O
R R
O A
D
R
ID
G E R
O A
D
T O
W E R S
B U S T E R B
O U L E
V A R
D
BUSTER BOULEVARD
BUSTER BOULEVARD
F A
R R
IS
P
O
IN
T
28" R
CP INV. IN
: 11.6
8 INV. O
UT: 11
.56
(2) 4
" PVC INV. IN
: 27.9
4 (N) INV. OUT: 27
.77 (N
INV. IN
: 27.9
2 (S) INV. OUT: 27
.81 (S
36" R
CP
INV. IN:
12.49
INV. OUT: 11.
" R
C P
IN
V . O
U T : 1
.1
" R
C P
IN
V
. IN
: 2
.3
IN
V . O
U T : 2
.7
E N
D S
U B
M E R
G E
D
U N
A B L E T
O L
O C
A T E
T O
W E R S
B U
S T E
R B
O U
L E
V A
R D
W
IL
D L
IF
E D
R
IV
E
W
IL
D L
IF
E D
R
IV
E
R C
P
IN
V
IN
.1
IN
V
O U
T .3
A P P
R O
X
IM
A T E
H
IG
H W
A T E
R L
IN
E
R
C P
IN
V
IN
.7
IN
V
O U
T .9
R
C P
IN
V
IN
.3
IN
V
O U
T .2
R
C P
IN
V
IN
.6
IN
V
O U
T .9
A P P
R O
X
IM
A T E
H
IG
H W
A T E
R L
IN
E
A P P
R O
X
IM
A T E
H
IG
H W
A T E
R L
IN
E
U N
D E
R G
R O
U N
D H
IG
H
V O
L T
A G
E C
A B
L E
S E P
T
IC
F
IE
L D
T O
W E
R S
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
DUKE'S PASS
R
C P
IN
V
IN
.8
IN
V O
U T .5
TOWER S9
T O
W E R N
TOWER N8
TOWER N8
HUDSON B
OULEVARD
HUDSON
BOULE
VARD
H U
D S
O N B
O U L E
V A R
D
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
T O
W E R N
15" RCP
INV. IN: 89.68
INV. OUT: 89.16
CONCRETE PAD
WITH GATE MOTOR
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
R
C P
IN
V
IN
.5
IN
V O
U T .1
R
C P
IN
V
IN
.1
IN
V O
U T .2
C U L V E R T
IN
V
IN
.7
IN
V O
U T .6
IN
V
IN
.5
H
D P E
IN
V O
U T .0
H
D P E
IN
V
IN
.6
IN
V O
U T .0
C
M P
IN
V
IN
.1
IN
V O
U T .6
C
M P
IN
V
IN
.3
IN
V O
U T .5
C U L V E R T
IN
V
IN
.3
IN
V O
U T .8
H
D P
E
IN
V
IN
.9
IN
V
O U
T .5
A P P R
O X
IM
A T E
H
IG
H W
A T E R L
IN
E
R
ID
G E R
O A
D
IN
V
IN
.5
IN
V O
U T .7
H U
D S
O N B
O U L E
V A R
D
S T.
L
A U R E N T S
TR
E E T
R O
A D
B A
Y V
IE
W
BAY VIEW
R
O
AD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
D S O
N B
O U
LE
V A R
D
BAY VIEW ROAD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
POWER P
LANT W
AY
RID
GE R
OAD
W
IL
DLI
FE
D
RI
VE
J O
Y L
A N
E
A P P R
O X
IM
A T E
H
IG
H W
A T E R L
IN
E
A P P R
O X
IM
A T E
H
IG
H W
A T E R L
IN
E
GRAVEL
D
IR
T R
O A
D S
S
IT
E A
A N S F O
R M
E R H
O U S E S
A O
C V
SERIES OF CONCRETE BLOCKS
STAGING AREA FOR VARIOUS
SIZE CONCRETE BLOCKS
DIESEL TANK
500 GALLON
JERSEY BARRIERS
SHIPPING CONTAINER
JERSEY BARRIERS
RETIRED
ANCHOR
RETIRED
ANCHOR
STANDARDMAILBOX
SHIPPING CONTAINER
WATER SEPERATOR
WATER SEPERATOR
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
S T E E L
HUDSON B
OULEVARD
H U
D S
O N B
O U L E
V A R
D
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
S T E E L
IN
V
IN
.3
IN
V O
U T .9
B A
Y V
IE
W R
O A
D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
X
IS
T
IN
G G
U A
R D
R A
IL
S
T E
E L
IN
V
IN
.0
IN
V
O U
T .8
S
T E
E L
IN
V
IN
.5
IN
V
O U
T .4
H D
P E
IN
V
IN
.5
IN
V
O U
T
A P P
R O
X .1
B U
R
IE
D
H O
IS
T H
O U
S E S
A O
C
V
IN
T S
C R
A P A
R E
A
S
IT
E
F
O R
M
A N
S F
O R
M E
R H
O U
S E S
A O
C
V
24" R
CP
INV. IN
: 14.6
4 INV. O
UT: 14
.42
15" R
CP
INV. IN
: 15.3
0 INV. O
UT: 14
.97
PAINT SCRAP AREA
SITE
4 - F
ORMER
20" H
DPE
INV. IN:
13.71
INV. OUT: 12.
W
IL
D L
IF
E D
R
IV
E
W
IL
D L
IF
E D
R
IV
E
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
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
WILDLIFE
DRIVE
P O
IS
S O
N 'S P
A T
H
R
C P
IN
V
IN
.8
IN
V
O U
T .5
R
C P
IN
V
IN
.4
IN
V O
U T .0
J A
K E
S L
A N
E
J A
K E
S L
A N
E
A O
C
T
A N
K F
A R
M
GATE
S E
W E
R
M A
N H
O L E
R
IM
.7
B
B
B
B
B
T R
A N
S F
O R
M E
R H
O U
S E S
A O
C
V
SPRAGUE'S NECK ROAD
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
A R N -9 V
L F T
O W
E R
A O
C L
A Y
D O
W N A
R
E O
F C
O N
C R
E T E P
A D
S S
H
IP
P
IN
G C
O N
T A
IN
E R
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
T .8
M H
W .6
M H
W .6
H A T .8
" C
M P
IN
V
. IN
: 1 .9
IN
V . O
U T : 1
.7
M A
N H
O L E
S E
W E
R
R
IM
.5
A P P
R O
X
IM
A T E
H
IG
H W
A T E
R L
IN
E
S H
IP
P
IN
G C
O N
T A
IN
E R
P R
O T E
C T
IO
N B
U F F E
R
D R
IN
K
IN
G W
A T E
R W
E L L
H E
A D
S U
B S
T A
T
IO
N O
U T
D O
O R E
L E
C T
R
IC
C
P
O W
E R P
L A
V
L V
E R
O O
M A
O C
T
A N
K F
A R
IM
.8
R
IM
.5
D R
IL
L E
D W
E L L S
R
ID
G E R
O A
D
B U
S T
E R B
O U
L E
V A
R D
BUSTER BOULEVARD
B U
S T E
R B
O U
L E
V A
R D
B U
S T E
R B
O U
L E
V A
R D
C A
T C
H B
A S
IN
R
IM
.6
T O
W E
R S
C A
T C
H B
A S
IN
R
IM
.8
B U
S T E
R B
O U
L E
V A
R D
WILDLIFE
DRIVE
B U
S T E
R B
O U
L E
V A
R D
B U
S T E
R B
O U
L E
V A
R D
B O
U L E
V A
R D
B U S T E R
S T
E E
L E
S A
V E
N U
E
H U
N
TLE
Y H
O
LLE
R R
O A D
B
S L U
D G
E S
P R E
A D
IN
G A
R E
A
A O
C
- F
O R
M
R
IP
P
IN
G H
O U
S E
A O
C
T
A N
K F
A R
M F
U
A K
E A
N D B
IO
F O
U L
IN
G C
O A
T
IN
G
A O
C
P
IE
R S
A L T W
A T
E L F
IL
L P
IP
IN
G O
N P
IE
R
A O
C
T
A N
K F
A R
M F
O R
M
E C
O N
T R
O L H
O U
S E
A O
C
T
A N
K F
A R
Y H
WVWV
F O
G H
A R
B O
R R
O A
D
E
C
S S
F O
G H
A R
B O
R R
O A
D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
WV
WV
F A
R R
IS
P
O
IN
T
W
ILDLIFE DRIVE
W
IL
D L
IF
E D
R
IV
E
F A
R R
IS
P
O
IN
T
W
IL
D L
IF
E D
R
IV
E
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
G P S C
O N T R
O L S
T A T
IO
N
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
W
IR
E A
N C
H O
R A
G E S
T O
W E R S G
E A
N C
H O
R A G E S
T O
W E R S 3 G
IS
T H
O U S E S
A O
C 000015 - 42 V
LF
S C
O N T R
O L
S T A T
IO
N "6
B U
S T
E R B
O U
L E
V A
R D
G R
A V E L
" R
C P
IN
V
. IN
: 1 .5
IN
V . O
U T : 1
.0
" R
C P
IN
V
. IN
: 1 .4
IN
V . O
U T : 9 .2
B
B
R
IM
.9
D R
IL
L E
D W
E L L
S T
A T
IO
N
G P
S C
O N
T R
O L
" R
C P
IN
V
. IN
: 2
.8
IN
V . O
U T : 2
.7
D
IR
T R
O A
D S
S
IT
E A
ID
G E R
O A
D
RIDGE ROAD
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
F O
G H
A R
B O
R R
O A
D
B
B
B
B
B 1B
B
B
B
F O
G H
A R
B O
R R
O A
D
(2
C M
P
IN
V
O U
T .1
(N
IN
V
O U
T .1
(S
28" R
CP INV. IN
: 11.7
7 INV. O
UT: 11
.53
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
P A
IN
T S
C R
A P A
R E
A
S
IT
E
- F
O R
M
COMMUNICATIONS BOX
P A
IN
T S
C R
A P A
R E A
S
IT
E 00004 - F
O R
M
IS
T H
O U S E S
A O
C 000015 - 42 V
S
C O
N T R
O L
S T A T
IO
N "6
WV
WV
WV
W
IR
E A
N C
H O
R A
G E
S
T O
W E
R S
G
E A
N C
H O
R A
G E
S
T O
W E
R S
G
E A
N C
H O
R A G E S
T O
W E R S 2 G
IS
T H
O U S E S
A O
C
- 4
V
A N S F O
R M
E R H
O U S E S
A O
C
- 2
V
A N S F O
R M
E R H
O U S E S
A O
C 000016 - 24 V
E A
N C
H O
R A G E S
T O
W E R S 2 G
E A
N C
H O
R A
G E S
T O
W E R S G
CO
VENT
SOFTWOOD TREE
SOFTWOOD TREE
SOFTWOOD TREESOFTWOOD TREE
W
SOFTWOOD TREE
" R
C P
IN
V
. IN
: 2 .2
IN
V . O
U T : 2
.7
" R
C P
IN
V
. IN
: 1 .2
IN
V . O
U T : 1
.1
" R
C P
IN
V
. IN
: 1 .8
IN
V . O
U T : 1
.0
" R
C P
IN
V
. IN
: 9 .7
IN
V . O
U T : 9 .5
" R
C P
IN
V
. IN
: 8 .8
IN
V . O
U T : 8 .7
" R
C P
IN
V
. IN
: 1 .7
IN
V . O
U T : 1
.9
" R
C P
IN
V
. IN
: 1 .6
IN
V . O
U T : 1
.1
" R
C P
IN
V
. IN
: 2 .2
IN
V . O
U T : 2
.5
24" R C P
IN
V
. IN
: 8.43
IN
V . O
U T : 8.28
" R
C P
IN
V
. IN
: 2 .0
IN
V . O
U T : 2
.9
G P S C
O N
T R
O L
S T
A T
IO
N
SEPTIC FIELD
(POSSIBLE TANK
LOCATION PER GIS)
B
B
INV. IN: 11.49INV. OUT: 11.32
24" CMP
IN
V
. IN
: 11.64
18" C M P
IN
V . O
U T : 11.14
" R
C P
IN
V
. IN
: 1 .3
IN
V . O
U T : 1
.4
" S
T E
E L
IN
V
. IN
: 2 .4
IN
V . O
U T : 1
.8
" R
C P
IN
V
. IN
: 1 .9
IN
V . O
U T : 1
.2
" H
D P
E
IN
V
. IN
: 1 .4
IN
V . O
U T : 1
.5
S
DY
H
B
B
B
B
SS
W
S
SEWER MANHOLE
RIM: 91.36
TOE OF BANK
TOE OF BANK
STOP LITE
STOP LITE
TOE OF BANK
TOP OF BANK
WVW
SO
TOP OF BANK
TOP OF BANK
MAILBOX
W
IR
E A
N C
H O
R A
G E
S T
O W
E R N
G
GATE
S
H O
IS
T H
O U
S E
S
A O
C
- 4
V
C U
L V
E R
T
IN
V
IN
.7
IN
V
O U
T .3
M H
W (6 .6
H A
T (9 .8
H A
T (9 .8 ')M
H W (6 .6
H U
D S
O N B
O U
L E
V A
R D
H U
D S
O N B
O U
L E
V A
R D
" R
C P
IN
V
. IN
: 7 .7
IN
V . O
U T : 6 .8
" H
D P
E
IN
V
. IN
: 6 .3
IN
V . O
U T : 5 .9
RIDGE ROAD
134135
GRAVEL
WATERLINE
(PER GIS PLAN)
CATCH BASIN
RIM: 92.0
GUARDRAIL
R O
A D
R
ID
G E
B
" R
C P
IN
V
. IN
: 8 .4
IN
V . O
U T : 7 .9
" H
D P
E
IN
V
. IN
: 7 .9
IN
V . O
U T : 7 .8
HYDRAULICS/ELECTRICAL
FOR BARRIER
P O
W E
R P
L A
N T
B
IN
V
. IN
: 1 .2
" S
T E
E L
IN
V . O
U T : 1
.1
" R
C P
IN
V
. IN
: 9 .6
IN
V . O
U T : 8 .9
R C
P
IN
V
O U
T .7
IN
V
O U
T .6
" R
C P
IN
V
. IN
: 1 .3
IN
V . O
U T : 9 .4
" R
C P
IN
V
. IN
: 1 .6
IN
V . O
U T : 9 .1
B
B
W
IR
E A
N C
H O
R A
G E S
T O
W E R S G
S T E R B
O U L E V A R
D
H O
IS
T H
O U
S E
S
A O
C
- 4
V
IN
T S
C R
A P A
R E
A S
IT
E
- F
O R
M
A N
S F
O R
M E
R H
O U
S E
S A
O C
- 2
V
E A
N C
H O
R A
G E
S
T O
W E
R S
G
A N
S F
O R
M E
R H
O U
S E
S
A O
C
- 2
V
E A
N C
H O
R A
G E
S T
O W
E R N
G
E A
N C
H O
R A
G E
S
T O
W E
R S
G
E A
N C
H O
R A
G E
S
T O
W E
R S
G
30" R
P
IN
V
. IN
: 15.20
IN
V . O
U T : 14.41
W
IR
E A
N C
H O
R A
G E S
T O
W E R S G
S C
O N
T R
O L
S T
A T
IO
N "6
T R
A N S F O
R M
E R H
O U S E S
A O
C
- 2
V
24" C
P
IN
V
. IN
: 9.39
IN
V . O
U T : 9.04
IN
V
. IN
: 7 .6
IN
V . O
U T : 7 .6
" S
T E
E L
PAVEMENT
GRAVEL
P A
IN
T S
C R
A P A
R E
A
S
IT
E
- F
O R
M
S C
O N
T R
O L
S T
A T
IO
N "6
" R
C P
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
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
FOUND IRON PIN
ACTIVE BARRIER SYSTEM
STATIO
N "6
00"GPS
CONTROL
15" RCP
INV. IN: 83.94
INV. OUT: 82.97
STATION "61
0"
GPS C
ONTROL
F O
G H
A R B O
R R
O A D
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
U D
U
6003 60
1085+89
2034+74.5
SPRAGUE'S NECK RD
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
CE108
JSK JSK TCW
A
N
O V
E R
A
O S
IO
D
IM
E
N T
R
A
CE11
CE11
C E
C E
C E
C E
C E
C E
NORTH
PLAN
750' 1500'0
CE10
163 358
12880945
3 8
95 95
X S
S
S
PAVEMENT
POND
GRAVEL
PAVEMENT
EXISTING
FENCE
SAND / SALT
SHED
R
ID
G E R
O A
D
STAGING AREA FOR VARIOUS
SIZE CONCRETE BLOCKS
DIESEL TANK
500 GALLON
SHIPPING CONTAINER
GATE
12" HDPE
INV. IN: 72.66
INV. OUT: 72.42 GATE
GRAVEL
CATCH BASIN
RIM: 92.0
ROAD
R
ID
G E
CO
VENT
SEPTIC FIELD
(POSSIBLE TANK
LOCATION PER GIS)
S
DY
H
87.13STATION
94.13STATION
600594.70BOLLARD
600694.80BOLLARD
600794.82BOLLARD
16515494.84BOLLARD
16515594.88BOLLARD
16515695.01BOLLARD
16515795.17BOLLARD
16515895.26BOLLARD
16515995.38BOLLARD
W
16516095.59BOLLARD
16516295.67BOLLARD
16516195.71BOLLARD
S
15" RCP
INV. IN: 83.94
INV. OUT: 82.97
APPROXIMATE HIGH
WATER LINE
STATION "600"
GPS CONTROL
U D
U
1000100110021003 2
10041005
5 2
5 8
0 9
75 8
90 90
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 x
X
S
CMP
INV.
INV.
R C P
R C P
2' R
CP
S
S
S
S
S
MONUMENT
FOUND IN 2014
PAVEMENT
POND
GUARD
SHACK
GRAVEL
130A
F O
G H
A R
B O
R R
O A
D
N ° 4
' 0
"W
.1
PAVEMENT
P R
O P
E R
T Y L
IN
E
EXISTINGFENCE
FLAG
EXIS
TIN
G
FENCE
CATCH BASIN
RIM: 93.48
CATCH BASIN
RIM: 93.72
SEWER
MANHOLES
RIM: 89.76 (W)
RIM: 89.72 (E)
SEWER MANHOLES
RIM: 93.71 (N)
RIM: 93.68 (S)
APPROXIMATE HIGH
WATER LINE
STREAM
SAND /
SALT
SHED
ANTENNA TOWER
WITH GUY CABLES
SHIPPING CONTAINER
SIGN
"NAVAL SUPPORT
ACTIVITY CUTLER"
MOVEABLE
CONCRETE
BARRIER
R
ID
G E R
O A
D
F O
G H
A R B O
R R
O A D
HUDSON B
OULEVARD
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
15" RCP
INV. IN: 89.68
INV. OUT: 89.16
CONCRETE PAD
WITH GATE MOTOR
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
STAGING AREA FOR VARIOUS
SIZE CONCRETE BLOCKS
DIESEL TANK
500 GALLON
JERSEY BARRIERS
SHIPPING CONTAINER
JERSEY BARRIERS
RETIRED
ANCHOR
RETIRED
ANCHOR
STANDARDMAILBOX
SHIPPING CONTAINER
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
HUDSON B
OULEVARD
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
P O
IS
S O
N 'S P
A T
H
GATE
R
ID
G E R
O A
D
F O
G H
A R
B O
R R
O A
D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
GATE
R
ID
G E R
O A
D
GRAVEL
CATCH B
ASIN
RIM
: 92 .0
R O
A D
R
ID
G E
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
COMMUNICATIONS BOX
CO
VENT
SOFTWOOD TREE
SOFTWOOD TREE
SOFTWOOD TREESOFTWOOD TREE
W
SOFTWOOD TREE
" R
C P
IN
V
. IN
: 2 .2
IN
V . O
U T : 2
.7
SEPTIC
FIE
LD
(POSSI
BLE
TANK
LOCATIO
N P
ER G
IS)
INV. IN: 11.49INV. OUT: 11.32
24" CMP
S
DY
H
SS
W
S
SEWER MANHOLE
RIM: 91.36
TOE OF BANK
TOE OF BANK
STOP LITE
STOP LITE
TOE OF BANK
TOP OF BANK
WVW
SO
TOP OF BANK
TOP OF BANK
MAILBOX
W
S
M H
W (6 .6
H A
T (9 .8
H A
T (9 .8 ')M
H W (6 .6
" R
C P
IN
V
. IN
: 7 .7
IN
V . O
U T : 6 .8
" H
D P
E
IN
V
. IN
: 6 .3
IN
V . O
U T : 5 .9
RIDGE ROAD
134135
WATERLINE
(PER GIS PLAN)
GUARDRAIL
HYDRAULICS/ELECTRICAL
FOR BARRIER
15"
RCP
INV. I
N: 8
3.94
INV. O
UT: 8
2.97
PAVEMENT
GRAVEL
APPROXIM
ATE
HIG
H
WATER L
INE
" R
C P
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
FOUND IRON PIN
ACTIVE BARRIER SYSTEM
STATIO
N "6
00"GPS
CONTROL
F O
G H
A R B O
R R
O A D
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
U D
U
6003 60
2034+74.5
CE11
CE11
C E
C E
CE10
A
B
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
:4
: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
CE109
JSK JSK TCW
E R
O S
D
IM
E
N T
O
A S
A N
NOTE:
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
E
NORTH
PLAN
50' 100'0
AREA SECURITY FENCE - PENINSULA
B/L OF CONSTRUCTION RESTRICTED
STOCKPILE AREA
F L O
W
FLOW
CE
CE
SF
FS
FS
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
FS
FS
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
AREA SECURITY FENCE - PENINSULA EAST
B/L OF CONSTRUCTION RESTRICTED
CE116
MATCH LINE STA. 2006+20 - SEE SHEET
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:
164 358
12880946
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
71727374
HUDSON BOULEVARD
INV. IN: 65.27
INV. OUT: 64.58
SITE 00009 - AOC 13 DIRT ROADS
AOC 000014 - NORTH BORROW PIT
24" RCP
SITE 00002 - RECYCLABLE MATERIAL YARD
1006100710081009101010111012101310141015
5 2
5 8
0 9
95 9
75 8
90 90
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
H U
N T L E
Y H
O L L E
R R
O A
D x
X
S
R C P
R C P
2' R
CP
CC
CMP
S
S
S
S
S
MONUMENT
FOUND IN 2014
GUARD
SHACK
S
IT
E A
O C D
IR
T R
O A
D S
130A
F O
G H
A R
B O
R R
O A
D
N ° 4
' 0
"W
.1
PAVEMENT
PAVEMENT
P R
O P
E R
T Y L
IN
E
EXISTINGFENCE
FLAG
EXISTING
FENCE
GRAVEL
CATCH BASIN
RIM: 93.48
CATCH BASIN
RIM: 93.72
SEWER
MANHOLES
RIM: 89.76 (W)
RIM: 89.72 (E)
SEWER MANHOLES
RIM: 93.71 (N)
RIM: 93.68 (S)
STREAM
APPROXIMATE HIGHWATER LINE
POND
SAND / SALT
SHED
ANTENNA TOWER
WITH GUY CABLES
SHIPPING CONTAINER
SIGN
"NAVAL SUPPORT
ACTIVITY CUTLER"
MOVEABLE
CONCRETE
BARRIER
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
BOULE
VARD
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
15" RCP
INV. IN: 89.68
INV. OUT: 89.16
CONCRETE PAD
WITH GATE MOTOR
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
STAGING AREA FOR VARIOUS
SIZE CONCRETE BLOCKS
DIESEL TANK
500 GALLON
JERSEY BARRIERS
SHIPPING CONTAINER
JERSEY BARRIERS
RETIRED
ANCHOR
RETIRED
ANCHOR
STANDARDMAILBOX
SHIPPING CONTAINER
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
HUDSON B
OULEVARD
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
P O
IS
S O
N 'S P
A T
H
GATE
R
ID
G E R
O A
D
F O
G H
A R
B O
R R
O A
D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
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
COMMUNICATIONS BOX
CO
VENT
SOFTWOOD TREE
SOFTWOOD TREE
SOFTWOOD TREESOFTWOOD TREE
W
SOFTWOOD TREE
" R
C P
IN
V
. IN
: 2 .2
IN
V . O
U T : 2
.7
" R
C P
IN
V
. IN
: 1 .2
IN
V . O
U T : 1
.1
SEPTIC FIELD
(POSSIBLE TANK
LOCATION PER GIS)
S
DY
H
SS
W
S
SEWER MANHOLE
RIM: 91.36
TOE OF BANK
TOE OF BANK
STOP LITE
STOP LITE
TOE OF BANK
TOP OF BANK
WVW
SO
TOP OF BANK
TOP OF BANK
MAILBOX
W
GATE
S
M H
W (6 .6
H A
T (9 .8
H A
T (9 .8 ')M
H W (6 .6
" R
C P
IN
V
. IN
: 7 .7
IN
V . O
U T : 6 .8
" H
D P
E
IN
V
. IN
: 6 .3
IN
V . O
U T : 5 .9
RIDGE ROAD
134135
GRAVEL
WATERLINE
(PER GIS PLAN)
CATCH BASIN
RIM: 92.0
GUARDRAIL
R O
A D
R
ID
G E
HYDRAULICS/ELECTRICAL
FOR BARRIER
PAVEMENT
GRAVEL
" R
C P
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
FOUND IRON PIN
ACTIVE BARRIER SYSTEM
STATIO
N "6
00"GPS
CONTROL
15" RCP
INV. IN: 83.94
INV. OUT: 82.97
F O
G H
A R B O
R R
O A D
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
U D
U
6003 60
2034+74.5
CE11
CE11
C E
C E
C E
CE10
CE110
JSK JSK TCW
E R
O S
D
IM
E
N T
R
A S
A N
NOTE:
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
E
50' 100'0
NORTH
PLAN
FLOW
FLOW
SD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SD
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
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
E
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
165 358
12880947
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
:1
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
7 77
18" RCP
INV. IN: 69.62
INV. OUT: 68.46
HUDSON BOULEVARD
SITE 00002 - RECYCLABLE MATERIAL YARD
HUDSON BOULEVARD
GRANITE MONUMENT WITH BRASS DISK FOUND
"US NAVY BASELINE"
COMMUNICATIONS BOX
165220
73.99MISC COMMBOX
1016101710181019102010211022102310241025
102710281029
N-12
N-1
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'
R C P
R C P
INV. 22.74'
INV. 22.94'
INV. 22.30'
INV. 22.52'
ST. LA
U R
EN
T STR
EET
H U
N T
L E
Y H
O L
L E
R R
O A
D
H U
N T L E
Y H
O L L E
R R
O A
D
R C P
R C P
2' R
CP
CC
CMP
S
IT
E A
O C D
IR
T R
O A
D S
R
C P
IN
V
IN
.3
IN
V O
U T .1
S
IT
E A
O C D
IR
T R
O A
D S
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
U Y P A
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
IS
T H
O U S E S
A O
C V
E A
N C
H O
R A
G E S
T O
W E R N
G
ID
G E R
O A
D
HUDSON B
OULEVARD
HUDSON
BOULE
VARD
H U
D S
O N B
O U L E
V A R
D
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
T O
W E R N
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
R
C P
IN
V
IN
.5
IN
V O
U T .1
R
C P
IN
V
IN
.1
IN
V O
U T .2
IN
V
IN
.5
IN
V O
U T .7
H U
D S
O N B
O U L E
V A R
D
S T.
L
A U R E N T S
TR
E E T
T R
A N S F O
R M
E R H
O U S E S
A O
C V
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
S T E E L
HUDSON B
OULEVARD
H U
D S
O N B
O U L E
V A R
D
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
P O
IS
S O
N 'S P
A T
H
GATE
SPRAGUE'S NECK ROAD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
N
TLE
Y H
O
LLE
R R
O A D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
B
B
COMMUNICATIONS BOX
G P S
C O
N T R
O L
S T A T
IO
N "6
GRAVEL
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
STATIO
N "6
00"GPS
CONTROL
SPRAGUE'S NECK RD
CE11
CE11
C E
C E
C E
C E
CE111
JSK JSK TCW
E R
O S
D
IM
E
N T
R
A S
A N
FLOW
FLO
W
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 . 1
- S
E E S
H E
E T C
E
NORTH
PLAN
50' 100'
NOTE:
SD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
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
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:
AREA SECURITY FENCE - PENINSULA
B/L OF CONSTRUCTION RESTRICTED
166 358
12880948
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
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
52 53 54 55
61 62 63 64
66 67 68 69
IN
V
.8
SITE 00009 - AOC 13 DIRT ROADS
HUDSON BOULEVARD
HUDSON BOULEVARD
20" RCP
INV. IN: 51.57
INV. OUT: 51.18
INV. IN: 56.54
INV. OUT: 55.78
8" STEEL
HUDSON BOULEVARD
PO
IS
SO
N 'S P
ATH
S P
R A
G U
E 'S N
E C
K R
O A
D
WIRE ANCHORAGES
TOWER N11 GUY
H U
N T
L E
Y H
O L L E
R R
O A
D
GPSCONTROL
STATION"615"
1031103210331034103510361037
N-12
N-1
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'
R C P
R C P
INV. 22.74'
INV. 22.94'
INV. 22.30'
INV. 22.52'
ST. LA
U R
EN
T STR
EET
H U
N T
L E
Y H
O L
L E
R R
O A
D
H U
N T L E
Y H
O L L E
R R
O A
D
R C P
R C P
2' R
CP
CC
CMP
S
IT
E A
O C D
IR
T R
O A
D S
R
C P
IN
V
IN
.3
IN
V O
U T .1
S
IT
E A
O C D
IR
T R
O A
D S
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
U Y P A
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
IS
T H
O U S E S
A O
C V
E A
N C
H O
R A
G E S
T O
W E R N
G
APPROXIMATE HIGHWATER LINE
ID
G E R
O A
D
HUDSON B
OULEVARD
HUDSON
BOULE
VARD
H U
D S
O N B
O U L E
V A R
D
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
T O
W E R N
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
R
C P
IN
V
IN
.5
IN
V O
U T .1
R
C P
IN
V
IN
.1
IN
V O
U T .2
IN
V
IN
.5
IN
V O
U T .7
H U
D S
O N B
O U L E
V A R
D
S T.
L
A U R E N T S
TR
E E T
T R
A N S F O
R M
E R H
O U S E S
A O
C V
STAGING AREA FOR VARIOUS
SIZE CONCRETE BLOCKS
SHIPPING CONTAINER
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
S T E E L
HUDSON B
OULEVARD
H U
D S
O N B
O U L E
V A R
D
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
P O
IS
S O
N 'S P
A T
H
GATE
SPRAGUE'S NECK ROAD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
N
TLE
Y H
O
LLE
R R
O A D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
B
B
COMMUNICATIONS BOX
G P S
C O
N T R
O L
S T A T
IO
N "6
GRAVEL
" R
C P
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
STATIO
N "6
00"GPS
CONTROL
U D
U
SPRAGUE'S NECK RD
CE11
CE11
C E
C E
C E
C E
TCW TCW SCS
NORTH
PLAN
50' 100'0
CE112
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 . 1
- S
E E S
H E
E T C
E
E R
O S
D
IM
E
N T
R
A S
A N
NOTE:
F L
O W
FLOW
FLOW
F L
O W
SD
SD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
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
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:
AREA SECURITY FENCE - PENINSULA
B/L OF CONSTRUCTION RESTRICTED
AREA SECURITY FENCE - PENINSULA
B/L OF CONSTRUCTION RESTRICTED
167 358
12880949
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
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
3636 3737
20" RCP
INV. IN: 30.30
INV. OUT: 29.12
WIRE ANCHORAGES
TOWER N11 GUY
PAINT SCRAP AREA
SITE 00004 - FORMER
HOIST HOUSES
AOC 000015 - 42 VLF
WIRE ANCHORAGES
TOWER N11 GUY
HUDSON BOULEVARD
TOWER N11
20" RCP
INV. IN: 30.10
INV. OUT: 29.27 TRANSFORMER HOUSES
AOC 000016 - 24 VLF
H U
N T
L E
Y H
O L L E
R R
O A
D
B396
B398
10521053105410551056105710581059106010611062
N-10
N-12
INV. 38.08'
INV. 39.64'
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'
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'
12" STEEL
INV. 16.31'
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
H U
N T
L E
Y H
O L
L E
R R
O A
D
INV. 17.26'INV. 16.99'
8" S
TEEL
2' R
CP
E U
C
C
E U
E
E
C
CC
CMP
S
IT
E A
O C D
IR
T R
O A
D S
R
C P
IN
V
IN
.3
IN
V O
U T .1
H O
IS
T H
O U S E S
A O
C V
L F P A
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
IT
E A
O C D
IR
T R
O A
D S
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
U Y P A
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
IS
T H
O U S E S
A O
C V
E A
N C
H O
R A
G E S
T O
W E R N
G
D S
O N B
O U L E
V A R
D
DUKE'S PASS
R
C P
IN
V
IN
.8
IN
V O
U T .5
T O
W E R N
HUDSON
BOULE
VARD
H U
D S
O N B
O U L E
V A R
D
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
T O
W E R N
HUDSON B
OULE
VARD
R
C P
IN
V
IN
.5
IN
V O
U T .1
R
C P
IN
V
IN
.1
IN
V O
U T .2
C U L V E R T
IN
V
IN
.7
IN
V O
U T .6
IN
V
IN
.5
IN
V O
U T .7
H U
D S
O N B
O U L E
V A R
D
S T.
L
A U R E N T S
TR
E E T
BAY VIEW
R
O
AD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
A N S F O
R M
E R H
O U S E S
A O
C V
S T E E L
H U
D S
O N B
O U L E
V A R
D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
IS
S O
N 'S P
A T
H
SPRAGUE'S NECK ROAD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
A R N -9 V
L F T
O W
E R
A O
C L
A Y
D O
W N A
R
E A
N C
H O
R A
G E S
T O
W E R N
G
T .8
M H
W .6
M H
W .6
H A T .8
H U
N
TLE
Y H
O
LLE
R R
O A D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
G P S C
O N T R
O L S
T A T
IO
N
B
B
B
B
G P S
C O
N T R
O L
S T A T
IO
N "6
1085+89
SPRAGUE'S NECK RD
CE11
C E
C E
C E
JSK JSK TCC
NORTH
PLAN
50' 100'0
CE113
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 . 1
- S
E E S
H E
E T C
E
E R
O S
D
IM
E
N T
R
A S
A N
SD
NOTE:
FLOW
F L
O W
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
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
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:
AREA SECURITY FENCE - PENINSULA
B/L OF CONSTRUCTION RESTRICTED
168 358
12880950
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
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
43 44
S T . L
A U
R E
N T S
T R
E E
T
SITE 00009 - AOC 13 DIRT ROADS18" RCP
INV. IN: 33.81
INV. OUT: 33.57
HUDSON BOULEVARD
S T L
A U
R E
N T S
T R
E E
T
WIRE ANCHORAGES
TOWER N9 GUY
10631064106510661067106810691070107110721073107410751076
N-10
N-0
INV. 38.08'
INV. 39.64'
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. 35.80'
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'
12" STEEL
INV. 16.31'
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
R
ID
G E R
O A
D
INV. 17.26'INV. 16.99'
ST.LAU
REN
T STREET
S T .L
A U
R E
N T S
T R E E T
D
C A B L E S
E U
E (2
K V
P
B L E S
E U
E (2
K V
P
ESD(15"RCP)
S D (1
"R
C P
ESD(15"RCP)
E U E
E U C
ESD(24"RCP)
ESD(24"RCP)
(G
RAVEL)
8" S
TEEL
2' R
CP
E U
E
E U
E
E U E
E U E
E U E
E U
C
E U
C
E U
C
E U
C
E U
C
E U
C
E U
C
E U
C
C
C
C
C
20WAYEUE/EUC
E U
E
E U
E
E U
E
E U
E
E U
C
E
E
E
E
CMP
S
IT
E A
O C D
IR
T R
O A
D S
R
C P
IN
V
IN
.3
IN
V O
U T .1
H O
IS
T H
O U S E S
A O
C V
A N S F O
R M
E R H
O U S E S
A O
C V
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
E A
N C
H O
R A
G E S
T O
W E R N
G
U Y P A
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
IS
T H
O U S E S
A O
C V
E A
N C
H O
R A
G E S
T O
W E R N
G
D S
O N B
O U L E
V A R
D
DUKE'S PASS
R
C P
IN
V
IN
.8
IN
V O
U T .5
T O
W E R N
H U
D S
O N B
O U L E
V A R
D
T O
W E R N
R
C P
IN
V
IN
.1
IN
V O
U T .2
C U L V E R T
IN
V
IN
.7
IN
V O
U T .6
IN
V
IN
.5
H
D P E
IN
V O
U T .0
A P P R
O X
IM
A T E
H
IG
H W
A T E R L
IN
E
IN
V
IN
.5
IN
V O
U T .7
H U
D S
O N B
O U L E
V A R
D
S T.
L
A U R E N T S
TR
E E T
R O
A D
B A
Y V
IE
W
BAY VIEW
R
O
AD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
D S O
N B
O U
LE
V A R
D
BAY VIEW ROAD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
D
IR
T R
O A
D S
S
IT
E A
A N S F O
R M
E R H
O U S E S
A O
C V
S T E E L
H U
D S
O N B
O U L E
V A R
D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
S T E E L
IN
V
IN
.3
IN
V O
U T .9
B A
Y V
IE
W R
O A
D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
SPRAGUE'S NECK ROAD
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
A R N -9 V
L F T
O W
E R
A O
C L
A Y
D O
W N A
R
E A
N C
H O
R A
G E S
T O
W E R N
G
T .8
M H
W .6
M H
W .6
H A T .8
H U
N
TLE
Y H
O
LLE
R R
O A D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
S C
O N T R
O L S
T A T
IO
N
B
B
B
B
G P S
C O
N T R
O L
S T A T
IO
N
1085+89
C E
C E
C E
C E
JSK JSK TCC
NORTH
PLAN
50' 100'0
CE114
M A
T C
H L
IN
E S
T A . 1
- S
E E S
H E
E T C
E
M A
T C
H L
IN
E S
T A . 1
- S
E E S
H E
E T C
E
NOTE:
E R
O S
D
IM
E
N T
R
A S
A N
FLOW
FLOW FLOW
SD
SD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SD
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
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
169 358
12880951
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
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
1 22 2 3 2
HOIST HOUSES
AOC 000015 - 42 VLF
TRANSFORMER HOUSES
AOC 000016 - 24 VLF
PAINT SCRAP AREA
SITE 00004 - FORMER
H U
D S
O N B
O U
L E
V A
R D
D U
K E 'S P
A S S
TOWER N9
CULVERT
INV. IN: 19.78
INV. OUT: 18.67
B A
Y V
IE
W R
O A
D
HUDSON BOULEVARD
WIRE ANCHORAGES
TOWER N9 GUY
B A Y V
IE
W R
O A D
WIRE ANCHORAGES
TOWER N9 GUY
WIRE ANCHORAGES
TOWER N9 GUY
NEAR N-9 VLF TOWER
AOC 000002 - LAYDOWN AREA
WIRE ANCHORAGES
TOWER N9 GUY
HAT (9.8')
MHW (6.6')
MHW (6.6')
HAT (9.8')
.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
WIRE ANCHORAGES
TOWER N9 GUY
.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
GPS CONTROL STATION "614"
B391
B393
N-10
N-0
H U
N
TLE
Y H
O
LLE
R R
O A
D
INV. 37.61'
INV. 35.80'
INV. 10.06'
30" RCP
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'
12" STEEL
INV. 16.31'
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
ST. LA
U R
EN
T STR
EET
R
ID
G E R
O A
D
S T . L
A U
R E
N T S
T R
E E
T
S T . L
A U
R E
N T S
T R
E E
T
INV. 17.26'INV. 16.99'
ST.LAU
REN
T STREET
S T .L
A U
R E
N T S
T R E E T
D
C A B L E S
E U
E (2
K V
P
B L E S
E U
E (2
K V
P
B L E S
E U
E (2
K V
P
ESD(15"RCP)
S D (1
"R
C P
ESD(15"RCP)
E U C
E U C
E U E
E U E
E U E
E U E
E U C
E U C
E U C
ESD
ESD(24"RCP)
ESD(24"RCP)
(G
RAVEL)
8" S
TEEL
2' R
CP
E U
E
E U
E
E U E
E U E
E U E
E U
C
E U
C
E U
C
E U
C
E U
C
E U
C
E U
C
E U
C
C
C
C
C
20WAYEUE/EUC
E U E
E U
E
E U
E
E U
E
E U
E
E U
C
E
E
E
E
C
S
IT
E A
O C D
IR
T R
O A
D S
H O
IS
T H
O U S E S
A O
C V
A N S F O
R M
E R H
O U S E S
A O
C V
IN
T S
C R
A P A
R E
A
S
IT
E F
O R
M
E A
N C
H O
R A
G E S
T O
W E
R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
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
DUKE'S PASS
R
C P
IN
V
IN
.8
IN
V O
U T .5
T O
W E R N
TOWER N8
H U
D S
O N B
O U L E
V A R
D
C U L V E R T
IN
V
IN
.7
IN
V O
U T .6
IN
V
IN
.5
H
D P E
IN
V O
U T .0
H
D P E
IN
V
IN
.6
IN
V O
U T .0
C
M P
IN
V
IN
.1
IN
V O
U T .6
C
M P
IN
V
IN
.3
IN
V O
U T .5
A P P R
O X
IM
A T E
H
IG
H W
A T E R L
IN
E
H U
D S
O N B
O U L E
V A R
D
S T.
L
A U R E N T S
TR
E E T
R O
A D
B A
Y V
IE
W
BAY VIEW
R
O
AD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
D S O
N B
O U
LE
V A R
D
BAY VIEW ROAD
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
D
IR
T R
O A
D S
S
IT
E A
E A
N C
H O
R A
G E S
T O
W E R N
G
S T E E L
IN
V
IN
.3
IN
V O
U T .9
B A
Y V
IE
W R
O A
D
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
J
K E
S L
A N
E
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
E A
N C
H O
R A
G E S
T O
W E R N
G
A R N -9 V
L F T
O W
E R
A O
C L
A Y
D O
W N A
R
E A
N C
H O
R A
G E S
T O
W E R N
G
T .8
M H
W .6
M H
W .6
H A T .8
W
IR
E A
N C
H O
R A
G E S
T O
W E R N
G
S C
O N T R
O L S
T A T
IO
N
B
B
1085+89
C E
C E
C E
TCW TCW SCS
NORTH
PLAN
50' 100'0
CE115
MATCH LI
NE STA. 1
076+
20 -
SEE SHEET CE11
NOTE:
E R
O S
D
IM
E
N T
R
A S
A N
SD
F L
O W
F
LO
W
F L
O W
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SD
SD
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
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
170 358
12880952
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
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
RIDGE ROAD
RIDGE ROAD
15" RCP
INV. IN: 28.25
INV. OUT: 26.77
15" RCP
INV. IN: 46.08
INV. OUT: 45.32
2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020
5 2
5 8
0 9
95 9
75 8
90 90
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
H U
N T L E
Y H
O L L E
R R
O A
D x
X
S
CMP
INV.
INV.
R C P
R C P
2' R
CP
CC
CMP
S
S
S
S
S
MONUMENT
FOUND IN 2014
GUARD
SHACK
S
IT
E A
O C D
IR
T R
O A
D S
130A
F O
G H
A R
B O
R R
O A
D
N ° 4
' 0
"W
.1
PAVEMENT
PAVEMENT
P R
O P
E R
T Y L
IN
E
EXISTINGFENCE
FLAG
EXISTING
FENCE
GRAVEL
CATCH BASIN
RIM: 93.48
CATCH BASIN
RIM: 93.72
SEWER
MANHOLES
RIM: 89.76 (W)
RIM: 89.72 (E)
SEWER MANHOLES
RIM: 93.71 (N)
RIM: 93.68 (S)
APPROXIMATE HIGH
WATER LINE
STREAM
APPROXIMATE HIGHWATER LINE
POND
SAND / SALT
SHED
ANTENNA TOWER
WITH GUY CABLES
SHIPPING CONTAINER
SIGN
"NAVAL SUPPORT
ACTIVITY CUTLER"
MOVEABLE
CONCRETE
BARRIER
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
BOULE
VARD
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
15" RCP
INV. IN: 89.68
INV. OUT: 89.16
CONCRETE PAD
WITH GATE MOTOR
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
STAGING AREA FOR VARIOUS
SIZE CONCRETE BLOCKS
DIESEL TANK
500 GALLON
JERSEY BARRIERS
SHIPPING CONTAINER
JERSEY BARRIERS
RETIRED
ANCHOR
RETIRED
ANCHOR
STANDARDMAILBOX
SHIPPING CONTAINER
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
HUDSON B
OULEVARD
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
P O
IS
S O
N 'S P
A T
H
GATE
R
ID
G E R
O A
D
F O
G H
A R
B O
R R
O A
D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
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
COMMUNICATIONS BOX
CO
VENT
SOFTWOOD TREE
SOFTWOOD TREE
SOFTWOOD TREESOFTWOOD TREE
W
SOFTWOOD TREE
" R
C P
IN
V
. IN
: 2 .2
IN
V . O
U T : 2
.7
" R
C P
IN
V
. IN
: 1 .2
IN
V . O
U T : 1
.1
SEPTIC FIELD
(POSSIBLE TANK
LOCATION PER GIS)
INV. IN: 11.49INV. OUT: 11.32
24" CMP
S
DY
H
SS
W
S
SEWER MANHOLE
RIM: 91.36
TOE OF BANK
TOE OF BANK
STOP LITE
STOP LITE
TOE OF BANK
TOP OF BANK
WVW
SO
TOP OF BANK
TOP OF BANK
MAILBOX
W
GATE
S
M H
W (6 .6
H A
T (9 .8
H A
T (9 .8 ')M
H W (6 .6
" R
C P
IN
V
. IN
: 7 .7
IN
V . O
U T : 6 .8
" H
D P
E
IN
V
. IN
: 6 .3
IN
V . O
U T : 5 .9
RIDGE ROAD
134135
GRAVEL
WATERLINE
(PER GIS PLAN)
CATCH BASIN
RIM: 92.0
GUARDRAIL
R O
A D
R
ID
G E
HYDRAULICS/ELECTRICAL
FOR BARRIER
PAVEMENT
GRAVEL
" R
C P
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
FOUND IRON PIN
ACTIVE BARRIER SYSTEM
STATIO
N "6
00"GPS
CONTROL
15" RCP
INV. IN: 83.94
INV. OUT: 82.97
F O
G H
A R B O
R R
O A D
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
U D
U
6003 60
2034+74.5
CE11
CE11
C E
C E
C E
CE10
TCW TCW SCS
NORTH
PLAN
50' 100'0
CE116
M A
T C
H L
IN
E S
T A S
E E S
H E
E T C
E
E R
O S
D
IM
E
N T
R
A S
A N
NOTE:
FLOW
SD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SD
SD
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
S E
E S
H E
E T C
E
M A
T C
H L
IN
E S
T A
AREA SECURITY FENCE - PENINSULA EAST
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:
171 358
12880953
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
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
0 1
RIDGE ROAD
FO
G
HARBO
R RO
AD
RIDGE ROAD
F O
G H
A R B O
R R
O A D
FO
G H
AR
BO
R R
O
AD
MHW (6.6')
HAT (9.8')
HAT (9.8')
MHW (6.6')
56" RCP
INV. IN: 7.77
INV. OUT: 6.86
60" HDPE
INV. IN: 6.37
INV. OUT: 5.95
2021 2022 2023 2024 2025 2026 2027 2
.5
5 2
5 8
90 90
95 9
75 8
90 90
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
H U
N T L E
Y H
O L L E
R R
O A
D
H U
N T L E
Y H
O L L E
R R
O A
D x
X
S
CMP
INV.
INV.
R C P
R C P
2' R
CP
C
CC
CMP
S
S
S
MONUMENT
FOUND IN 2014
GUARD
SHACK
S
IT
E A
O C D
IR
T R
O A
D S
130A
F O
G H
A R
B O
R R
O A
D
PAVEMENT
PAVEMENT
P R
O P
E R
T Y L
IN
E
EXISTINGFENCE
FLAG
GRAVEL
CATCH BASIN
RIM: 93.48
CATCH BASIN
RIM: 93.72
RIM: 93.68 (S)
APPROXIMATE HIGH
WATER LINE
STREAM
SAND / SALT
SHED
SIGN
"NAVAL SUPPORT
ACTIVITY CUTLER"
MOVEABLE
CONCRETE
BARRIER
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
BOULE
VARD
18"
RCP
INV. I
N: 6
9.62
INV. O
UT: 6
8.46
15" RCP
INV. IN: 89.68
INV. OUT: 89.16
CONCRETE PAD
WITH GATE MOTOR
INV. I
N: 6
5.27
INV. O
UT: 6
4.58
HUDSON B
OULE
VARD
JERSEY BARRIERS
SHIPPING CONTAINER
JERSEY BARRIERS
RETIRED
ANCHOR
RETIRED
ANCHOR
STANDARDMAILBOX
SIT
E 0
9 - A
OC 1
3 D
IRT R
OADS
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
AOC 0
14 -
NORTH B
ORROW P
IT
24"
RCP
HUDSON B
OULEVARD
SIT
E 0
2 - R
ECYCLABLE
MATERIA
L Y
ARD
P O
IS
S O
N 'S P
A T
H
GATE
R
ID
G E R
O A
D
F O
G H
A R
B O
R R
O A
D
GRANIT
E MONUMENT WIT
H B
RASS
DIS
K F
OUND
"US N
AVY B
ASELIN
E"
12"
HDPE
INV. I
N: 7
2.66
INV. O
UT: 7
2.42
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
COMMUNICATIONS BOX
CO
VENT
" R
C P
IN
V
. IN
: 2 .2
IN
V . O
U T : 2
.7
" R
C P
IN
V
. IN
: 1 .2
IN
V . O
U T : 1
.1
SEPTIC FIELD
(POSSIBLE TANK
LOCATION PER GIS)
INV. IN: 11.49INV. OUT: 11.32
24" CMP
S
S
STOP LITE
STOP LITE
TOE OF BANK
WVW
SO
TOP OF BANK
TOP OF BANK
MAILBOX
GATE
M H
W (6 .6
H A
T (9 .8
H A
T (9 .8 ')M
H W (6 .6
" R
C P
IN
V
. IN
: 7 .7
IN
V . O
U T : 6 .8
" H
D P
E
IN
V
. IN
: 6 .3
IN
V . O
U T : 5 .9
RIDGE ROAD
134135
GRAVEL
CATCH BASIN
RIM: 92.0
GUARDRAIL
R O
A D
R
ID
G E
HYDRAULICS/ELECTRICAL
FOR BARRIER
PAVEMENT
" R
C P
IN
V
. IN
: 4 .0
IN
V . O
U T : 4
.3
FOUND IRON PIN
ACTIVE BARRIER SYSTEM
STATIO
N "6
00"GPS
CONTROL
15" RCP
INV. IN: 83.94
INV. OUT: 82.97
F O
G H
A R B O
R R
O A D
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
U
U D
U
2034+74.5
CE11
CE11
C E
C E
C E
CE10
TCW TCW SCS
NORTH
PLAN
50' 100'0
CE117
M A
T C
H L
IN
E S
T A . 1
- S
E E S
H E
E T C
E
E R
O S
D
IM
E
N T
R
A S
A N
NOTE:
SD
SEE SHEET CE500
FOR EROSION AND SEDIMENT CONTROL DETAILS 2.
CONSTRUCTION SEE SHEET CE001-002
FOR GENERAL NOTES AND SEQUENCE OF 1.
SD
SD
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
AREA SECURITY FENCE - PENINSULA EAST
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:
172 358
12880954
| 163-CE108 - OVERALL EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 164-CE109 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 165-CE110 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 166-CE111 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 167-CE112 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 168-CE113 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 169-CE114 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 170-CE115 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 171-CE116 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 172-CE117 - EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| 2023-03-16T18:59:48-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:00:47-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:00:57-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:00:58-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:01:08-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:01:17-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:01:19-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:01:28-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:01:38-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:01:39-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:36-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:51-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:53-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:54-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:56-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:58-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:03:59-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:04:01-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:04:03-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2023-03-16T19:04:04-0400 | |
| 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 .