1629197dwgVol1_Sheet081-091_C.pdf
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- Solicitation number
- N4008519R9186
About this file
This federal solicitation requests design-build construction services for an Underwater Launch Test Facility to support submerged launch testing and evaluation of full-scale launch technologies. Phase 1 will construct a storage pad within seven months of award, with shared access to the launch pit by month twelve and the operational support building by month sixteen. Completion of all work is required by month eighteen. Services include construction of a reinforced concrete launch pit, operational support building, warehouse, water treatment facility, and mechanical/electrical building. Site work comprises clearing, grading, excavation, paving, landscaping and environmental mitigation. Utilities, fencing and signage are also required. The selected offeror must complete equipment outfitting by September 2021. The issuing agency is the Naval Facilities Engineering Command on behalf of the Department of the Navy.
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TREELINE
TREELINE
HWY 486 - GRAVEL
H
W
Y
G
R
A
V
E
L
H W
Y
R A
V E
L
18" CMP
INV = 717.24'
18" CMP
INV = 715.60'
15" CMP
INV = 720.49'
15" CMP
INV = 718.93'
X
700 700
SD
SD
S D
CB
CB
S
D
C
B
C
B
CB CBCB
D
S
S
O
H
W
O
H
W
O H
W
O
H
W
O
H
W
S
D
S D
S
D
D
D
D
CB
CB
CB
CB
CB
CB
SD
SD SD SD SD
CB
D
S D
SD
D
D
CB
O H
W
O H
W
S
S
S
S SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CB
S
D
O
H
W
O
H
W
COCO CO
W
S
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO CO CO
COCO CO
SD
CO CO
SD
CO CO
D
S D
CO
CB CB CB
CBCB
CBCB
D
CB
SD
CBCB
SD
D
D
W W
W
D
CO CO
CO
D
W
W
W
W
S
D
CO
CO
CO
YH
YH
YH
L
WETLAND D
WETLAND A
WETLAND E
WETLAND C
WETLAND B
SITE 1 STREAM 6
SITE 1 STREAM 6A
SITE 1 STREAM 7
SITE 1 STREAM 5
SITE 1 STREAM 4
SITE 1 STREAM 7
SITE 1 STREAM 3A
SITE 1 STREAM 3
SITE 1 STREAM 2
SITE 1 STREAM 1
SITE 1
STREAM 7A
WETLAND K
N
O V
E R
A L
L
G
R A
D I N
G
A
N D
A
I N
A G
E
P
L A
N
UTF-CG101
12810590
1"=60'
KM DP JK
F I L E
A M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d w g
Y O
U T
M
E
U
T F
C
G
P
O
T T
E D
T u e s d a y
A p r i l p m
S E
R p a t e l d
D E
P A
R T
M E
O
F
T
H
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
C
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
A1
OVERALL GRADING AND DRAINAGE PLAN
SCALE: 1"=60'
60' 120'0
TREELINE
H
A
V
E
L
18" CMP
INV = 717.24'
18" CMP
INV = 715.60'
8 7
6' WIDE BERM
EL. 695.00
3:1 SLOPES
3:1 SLOPES
FF 719.50
TC 718.73
BC 718.60
FF 719.25
723.10
718.6
719.05
STORMWATER MANAGEMENT AREA - A
BOTTOM ELEV. 690.00
719.05
719.00
719.00
(REFER TO STRUCTURAL PLANS FOR MORE
DETAILED GRADING OF THE PIT AND
CROSSFLOW AREA)
TW 715.5
BW 705.0
TW 715.5
BW 706.5
TW 715.5
BW 708.0
TW 715.5
BW 709.5
TW 715.5
BW 711.0
TW 715.5
BW 712.5
TW 715.5
BW 714.0
718.5
TW 715.5
BW 705.0
723.50
723.25
723.50
723.25
723.60
723.75
718.50
718.50
718.75
718.90
718.90
718.90
HP
718.95
HP
718.95
HP
718.95
719.00
719.00
HP
TC 719.20
BC 718.70
HP
TC 719.10
BC 718.60
718.80
721.00 721.00
SWITCHGEAR
ENCLOSURE
720.25 (2)
N
CB
SD SD SD
CB
S
D
S
D
INLET #1A
INLET #3B
INLET #2B
INLET #16A
INLET #15A
HW #1
TW 694.00
INV. 690.00
S
CB
CB
CB
CB
SD
SD
SD SD SD SD
S D
INLET #6
INLET #5
INLET #4
INLET #7
D
SD SD SDD
STM MH #3
STM MH #4
CB
INLET #14
S
S
E
E
E
E
A
A
A
B
A
C
A
B
D
A
B
A
W
W
W
W
AB
A
B
MEB C/O #1
INV. 717.00
MEB C/O #3
INV. 717.00
MEB C/O #5
INV. 717.00
MEB C/O #2
INV. 716.35
C
WTB C/O #1
INV. 716.90
WTB C/O #2
INV. 716.22
C
WTB C/O #4
INV. 716.90
WTB C/O #5
INV. 715.93
C
WTB C/O #6
INV. 716.90
R RR
W
P
A
A
S
CO
CO
CO
CO
CO
CO
CO
SD
CO
CO
SD
CO CO
WTB C/O #3
INV. 716.90
S D
S D
D
INLET #3C
CO
MEB C/O #4
INV. 716.69
C
A
B
TRENCH
INV. 717.58
CB CB
CB
CBCB
S D
B
INLET #2C
CB
SD SD
S D
INLET #2A
CBCB
SD SD
INLET #3A
B
C
B
C
A
A
INLET #1B
A
B
B
INLET #2D
A
D
C
C
B
D
INLET #15B
CRANE PAD
INV. 716.25
CRANE PAD
INV. 716.25
CRANE PAD
INV. 716.25
D
STM MH #25
B
A
D
B
A
STM MH #24
J
P
C
E
C
E
C
D
S
E
E
E E E
E
S
INV. 717.50
INV A OUT 715.92
D
STM MH #26
A
B
CO
4" PVC
WALL DRAIN
C/O
INV. 713.00
3' x 3' 12" THICK
RIP RAP PAD 6" D
4" PVC
INV. 702.00
W
D
W
W
CO
YH
YH
P
P
C
C
C
WETLAND C
WETLAND B
SITE 1 STREAM 4
SITE 1 STREAM 3A
SITE 1 STREAM 3
SITE 1 STREAM 2
SITE 1
STREAM 7A
WETLAND K
UTF-CG102 UTF-CG103
UTF-CG104
UTF-CG105
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
UTF-CG102
12810591
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
S E
E
S
H E
F
C
G
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
GENERAL SHEET NOTES
1. SEE SHEET UTF-CG104 FOR DRAINAGE
STRUCTURE & PIPE TABLE.
2. SEE SHEET UTF-CG105 FOR ROOF LEADER
STRUCTURE & PIPE TABLE.
3. SEE UTF-E-105 FOR SWITCHGEAR ENCLOSURE
GRADING.
SHEET KEY
A1
GRADING AND DRAINAGE PLAN
SCALE: 1"=30'
30' 60'0
SEE SHEET UTF-CG105
TREELINE
HWY 486 - GRAVEL
18" CMP
INV = 717.24'
18" CMP
INV = 715.60'
15" CMP
INV = 720.49'
15" CMP
INV = 718.93'
6' WIDE
BERM
50' WIDE WEIR
3:1 SLOPES
3:1 SLOPES
FF 719.00
719.00
FF 720.00
718.9
718.65
718.6
719.40
718.5
718.5
718.60
719.40
TW 715.5
BW 714.0
TW 715.5
BW 712.5
TW 715.5
BW 711.0
TW 715.5
BW 705.0
TW 715.5
BW 708.0
TW 715.5
BW 709.5
TW 715.5
BW 706.5
TW 720.0
BW 717.0
TW 720.0
BW 718.0
718.80
X
XXX
X
719.00
TW 715.5
BW 705.0
HP
718.95
719.00
HP
TC 718.90
BC 718.40
DC
TC 718.63
BC 718.50
719.00
719.00
719.10
719.00
718.46 718.46
719.15
719.00
718.7
FF 720.70
719.05
718.7
719.40
718.53
719.40
3:1 SLOPES
718.60
718.50
719.20
N
S
D
C
B
CB
SD SD
CB
T
INLET #12
INLET #11
INLET #13
STORMWATER
MANAGEMENT AREA - A
CB
INLET #17
S
CB
CB
SD SD SD SD SD
S
D
CB
S
D
HW #2
TW 688.50
INV. 684.50
INLET #10
INLET #9
INLET #8
OCS A
INV. OUT=686.00
S
S
SS
W
W
W
W
W
W
W
W
W
W
S
D
HW #4
TW 718.00
INV. 715.00
ES
T
E
C B
A
A
B
A
B
A
B
A
B
CO
SD
CO
A
B
CO
WHS C/O #1
INV. 716.88
WHS C/O #3
INV. 716.88
WHS C/O #2
INV. 716.11
WHS C/O #6
INV. 716.90
A
WHS C/O #4
INV. 716.90
WHS C/O #5
INV. 716.04
C
C
OSB C/O #1
INV. 716.33
OSB C/O #4
INV. 717.07
P
R
CO
CO
CO
CO
COCO CO
SD SD SD
S
D
CO CO
SD SD SD
CO
S
D
CO
D
OSB C/O #2
INV. 717.90
STM MH #5
B
A
C
OSB C/O #3
INV. 717.90
C
INLET #20
INLET #21
A
B
SD
CB
SD
CB
S D
B
INLET #16C
INLET #16B
A
B
B
W
T
W
C
C
E
C
C
D
D
D
D
D
E
W
E
INV A OUT 715.92
SWALE NO. 3
CO
3' x 3' 12" THICK
RIP RAP PAD 6" D
4" PVC
WALL DRAIN
C/O
INV. 714.00
4" PVC
INV. 710.00
SWALE NO. 1
SWALE NO. 2
E
C
C
C
C
W
YH
L
WETLAND D
WETLAND A
WETLAND E
SITE 1 STREAM 5
SEE SHEET UTF-CS108
FOR CONTINUATION
UTF-CG102 UTF-CG103
UTF-CG104
UTF-CG105
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
UTF-CG103
12810592
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
A1
GRADING AND DRAINAGE PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET UTF-CG104
SHEET KEY
S E
E
S
H E
F
C
G
GENERAL SHEET NOTES
1. SEE SHEET UTF-CG104 FOR DRAINAGE
STRUCTURE & PIPE TABLE.
2. SEE SHEET UTF-CG105 FOR ROOF LEADER
STRUCTURE & PIPE TABLE.
3:1 SLOPES
3:1 SLOPES
718.5
718.5
718.5
TW 718.5
BW 711.0
TW 720.0
BW 712.5
TW 720.0
BW 715.0
709.43
TW 712.5
BW 711.0
N
SD
SD
SD
SD
S D
S D
S D
C
B
INLET #18
STM MH #1
OCS B
INV. OUT 708.00
E
A
B
A B
C
C
C
CO
4" PVC
WALL DRAIN
3' x 3' 12" THICK
RIP RAP PAD 6" D
C/O
INV. 710.00
4" PVC
INV. 708.00
D
SITE 1 STREAM 6
UTF-CG102 UTF-CG103
UTF-CG104
UTF-CG105
STORM DRAINAGE STRUCTURE/PIPE TABLE
STR. NO. RIM/GR INV PIPE
INLET #1B TYPE J 718.00 715.00
15 LF 15" HDPE @ 1.0%
NORTHING EASTING
1326819.38 3014551.20
STR. NO. RIM/GR INV
718.00
(A) 714.85
NORTHING EASTING
1326819.38 3014532.81INLET #1A TYPE J
718.00
(B) 714.75
1326819.38 3014532.81INLET #1A TYPE J
58 LF 15" HDPE @ 1.0%
STM MH #23 718.25
(A) 714.17
1326757.86 3014535.44
STM MH #23 718.25
(B) 712.33
1326757.86 3014535.44
33 LF 15" HDPE @ 1.0%
HW #6 1326737.34 3014562.92 716.00 712.00
INLET #2A TYPE J 1326955.48 3014405.69 720.50
(A) 717.00 127 LF 15" HDPE @ 2.0%
INLET #2B TYPE J 1326955.48 3014535.94 718.00
(B) 714.46
INLET #2C TYPE J 718.50
(B) 715.00 46 LF 15" HDPE @ 0.5%
STM MH #26 1326928.33 3014535.91 718.30
(A) 714.77
1326928.33 3014585.69
INLET #2B TYPE J 1326955.48 3014535.94 718.00
(C) 714.36 97 LF 15" HDPE @ 1.0%
INLET #3B TYPE J 718.001327055.72 3014536.79
(A) 713.39
INLET #3A TYPE J 720.50
(A) 717.00 127 LF 15" HDPE @ 2.0%
INLET #3B TYPE J 718.001327055.72 3014536.79
(B) 714.46
1327055.72 3014406.54
INLET #3C TYPE A 718.50
(C) 715.00 120 LF 15" HDPE @ 1.0%
INLET #3B TYPE J 718.001327055.72 3014536.79
(C) 713.80
1327063.97 3014658.35
TRENCH -- - 717.58
2 LF 6" PVC @ 4.0%
INLET #3C TYPE A 718.50
(B) 717.50
1327063.97 3014658.35
INLET #3B TYPE J 718.001327055.72 3014536.79
(D) 713.29 79 LF 18" HDPE @ 1.0%
INLET #5 TYPE J 718.50
(B) 712.50
1327137.87 3014536.06
INLET #6 TYPE J 719.95
(A) 716.50
1327140.09 3014431.76 INLET #5 TYPE J 718.50
(A) 715.10
1327137.87 3014536.06
101 LF 15" HDPE @ 1.4%
INLET #5 TYPE J 718.50
(C) 712.40
1327137.87 3014536.06
44 LF 18" HDPE @ 1.0% INLET #4 TYPE J (CURB)
717.90
(A) 711.96
1327128.68 3014583.02
INLET #4 TYPE J (CURB)
717.90
(B) 711.86
1327128.68 3014583.02
122 LF 18" HDPE @ 1.0%INLET #7 TYPE J (CURB)
718.10
(A) 710.64
1327128.68 3014583.02
INLET #13 TYPE J 718.00
(A) 714.50
1326990.63 3015136.89
70 LF 15" HDPE @ 1.0%
INLET #12 TYPE J 718.00
(A) 713.80
1326990.63 3015062.99
INLET #12 TYPE J 718.00
(C) 713.70
1326990.63 3015062.99 INLET #11 TYPE J 718.00
(A) 713.00
1326990.62 3014989.08
70 LF 15" HDPE @ 1.0%
INLET #20 TYPE A 719.35 716.331326869.38 3014960.21
14 LF 8" HDPE @ 1.0%
INLET #21 TYPE A 719.35
(A) 716.19
1326885.13 3014960.21
INLET #21 TYPE A 719.35
(B) 716.09
1326885.13 3014960.21
39 LF 8" HDPE @ 1.0%
STM MH #5 719.60
(A) 715.70
1326922.38 3014977.96
STM MH #5 719.60
(C) 715.60
1326922.38 3014977.96
66 LF 15" HDPE @ 0.5%
INLET #11 TYPE J 718.00
(B) 715.27
1326990.62 3014989.08
INLET #11 TYPE J 718.00
(C) 712.90
1326990.62 3014989.08
77 LF 15" HDPE @ 1.0%
INLET #10 TYPE J 718.00
(A) 712.13
1327069.68 3014973.55
INLET #10 TYPE J 718.00
(B) 712.03
1327069.68 3014973.55
73 LF 15" HDPE @ 1.0% INLET #8 TYPE J (CURB)
717.50
(A) 711.30
1327128.17 3014924.77
INLET #8 TYPE J (CURB)
717.50
(B) 711.50
1327128.17 3014924.77
150 LF 15" HDPE @ 2.0%INLET #9 TYPE J (CURB)
718.00
(B) 714.50
1327128.32 3015077.40
INLET #8 TYPE J (CURB)
717.50
(C) 711.20
1327128.17 3014924.77
212 LF 18" HDPE @ 1.0%INLET #7 TYPE J (CURB)
718.10
(B) 709.08
1327128.68 3014583.02
INLET #7 TYPE J (CURB)
718.10
(D) 708.98
1327128.68 3014583.02
22 LF 24" HDPE-C @ 5.0%
STM MH #24 716.50
(A) 707.88
1327151.85 3014708.88
STM MH #24 716.50
(B) 700.00
1327151.85 3014708.88
10 LF 24" HDPE-C @ 5.0%
STM MH #25 703.00
(A) 699.50
1327166.06 3014708.88
STM MH #25 703.00
(B) 692.00
1327166.06 3014708.88
30 LF 24" HDPE-C @ 6.7%
HW #1 1327198.37 694.00 690.00
3014708.88
OCS A - 686.001327234.86 3014876.50
45 LF 15" HDPE @ 3.3%
HW #2 1327271.61 688.50 684.50
3014905.61
INLET #14 TYPE J 718.70
(A) 714.80
1326866.40 3014591.93
66 LF 15" HDPE @ 0.5%
INLET #15A TYPE J 718.60
(A) 714.47
1326866.40 3014661.75
INLET #15A TYPE J 718.60
(C) 716.09
1326866.40 3014661.75
16 LF 8" PVC @ 1.0%
716.25
CRANE PAD
INLET #15A TYPE J 718.60
(D) 714.37
1326866.40 3014661.75
78 LF 15" HDPE @ 0.5%
INLET #15B TYPE J 718.60
(A) 713.98
1326866.40 3014742.81
INLET #15B TYPE J 718.60
(B) 716.03
1326866.40 3014742.81
22 LF 8" PVC @ 1.0%
716.25
CRANE PAD
STORM DRAINAGE STRUCTURE/PIPE TABLE
STR. NO. RIM/GR INV PIPENORTHING EASTING STR. NO. RIM/GR INVNORTHING EASTING
INLET #15B TYPE J 718.60
(C) 713.88
1326866.40 3014742.81
79 LF 15" HDPE @ 0.5%
INLET #16A TYPE J 718.60
(A) 713.49
1326866.40 3014824.94
INLET #16A TYPE J 718.60
(C) 716.09
1326866.40 3014824.94
16 LF 8" PVC @ 1.0%
716.25
CRANE PAD
INLET #16C TYPE J 718.50
(B) 715.00
1326928.33 3014906.64
59 LF 15" HDPE @ 1.0%
INLET #16B TYPE J 718.60
(A) 714.41
1326866.40 3014906.64
INLET #16B TYPE J 718.60
(B) 714.31
1326866.40 3014906.64
78 LF 15" HDPE @ 1.0%
INLET #16A TYPE J 718.60
(B) 713.53
1326866.40 3014824.94
INLET #16A TYPE J 718.60
(D) 713.39
1326866.40 3014824.94
114 LF 18" HDPE @ 0.5%
STM MH #2 717.20
(A) 712.82
1326753.81 3014791.36
HW #4 1326834.35 3014824.94 718.00 715.00
81 LF 18" HDPE @ 0.5%
INLET #17 TYPE J 718.00
(A) 714.59
1326816.56 3015237.11
INLET #17 TYPE J 718.00
(C) 714.54
1326816.56 3015237.11
88 LF 18" HDPE @ 0.5%
INLET #18 TYPE J 718.50
(A) 714.10
1326758.06 3015166.84
INLET #18 TYPE J 718.50
(B) 714.05
1326758.06 3015166.84
150 LF 18" HDPE @ 0.5%
STM MH #1 717.90
(A) 713.30
1326755.94 3015015.10
STM MH #1 717.90
(B) 713.25
1326755.94 3015015.10
220 LF 18" HDPE @ 0.5%
STM MH #2 717.20
(B) 712.15
1326753.81 3014791.36
STM MH #2 717.20
(C) 712.05
1326753.81 3014791.36
10 LF 24" HDPE @ 0.5%
HW #3 1326743.20 3014776.43 716.00 712.00
STM MH #3 718.48
(C) 711.90
1326788.11 3014719.43
175 LF 15" HDPE @ 0.5%
STM MH #4 718.70
(A) 711.02
1326787.93 3014540.81
STM MH #4 718.70
(B) 709.50
1326787.93 3014540.81
120 LF 15" HDPE @ 0.5%
STM MH #6 717.25
(A) 708.90
1326664.01 3014543.31
STM MH #6 717.25
(B) 708.80
1326664.01 3014543.31
40 LF 15" HDPE @ 0.5%
STM MH #7 715.32
(B) 708.60
1326630.05 3014569.39
OCS B - 708.001326710.98 3014853.06
125 LF 18" HDPE @ 0.5%
INLET #19 TYPE J 712.00
(A) 707.37
1326660.66 3014733.97
INLET #19 TYPE J 712.00
(B) 707.27
1326660.66 3014733.97
165 LF 18" HDPE @ 0.5%
STM MH #7 715.32
(A) 706.44
1326630.05 3014569.39
STM MH #7 715.32
(C) 706.34
1326630.05 3014569.39
118 LF 18" HDPE @ 0.5%
STM MH #8 715.60
(A) 705.75
1326508.69 3014575.17
STM MH #8 715.60
(B) 705.65
1326508.69 3014575.17
95 LF 18" HDPE @ 0.5%
STM MH #9 712.20
(A) 705.17
1326413.58 3014549.00
STM MH #9 712.20
(B) 705.07
1326413.58 3014549.00
101 LF 18" HDPE @ 2.2%
STM MH #10 706.60
(A) 702.85
1326332.78 3014483.22
STM MH #10 706.60
(B) 702.75
1326332.78 3014483.22
171 LF 18" HDPE-C @ 5.6%
STM MH #11 696.95
(A) 693.20
1326218.17 3014351.43
STM MH #11 696.95
(B) 690.60
1326218.17 3014351.43
196 LF 18" HDPE-C @ 2.4%
STM MH #12 689.67
(A) 685.92
1326088.37 3014199.19
STM MH #12 689.67
(B) 685.82
1326088.37 3014199.19
146 LF 18" HDPE-C @ 9.4%
STM MH #13 675.86
(A) 672.11
1325996.50 3014080.81
STM MH #13 675.86
(B) 665.86
1325996.50 3014080.81
96 LF 18" HDPE-C @ 9.8%
STM MH #14 660.19
(A) 656.44
1325946.02 3013994.43
STM MH #14 660.19
(B) 650.19
1325946.02 3013994.43
97 LF 18" HDPE-C @ 8.8%
STM MH #15 645.40
(A) 641.65
1325900.80 3013904.99
STM MH #15 645.40
(B) 638.40
1325900.80 3013904.99
96 LF 18" HDPE-C @ 10.8%
STM MH #16 631.81
(A) 628.06
1325855.70 3013815.88
STM MH #16 631.81
(B) 621.81
1325855.70 3013815.88
96 LF 18" HDPE-C @ 9.3%
STM MH #17 616.61
(A) 612.86
1325787.89 3013742.79
STM MH #17 616.61
(B) 608.50
1325787.89 3013742.79
96 LF 18" HDPE-C @ 7.9%
STM MH #18 604.66
(A) 600.91
1325715.33 3013674.50
STM MH #18 604.66
(B) 600.81
1325715.33 3013674.50
196 LF 18" HDPE-C @ 5.1%
STM MH #19 594.49
(A) 590.74
1325618.99 3013499.01
STM MH #19 594.49
(B) 590.64
1325618.99 3013499.01
146 LF 18" HDPE-C @ 6.6%
STM MH #20 584.71
(A) 580.96
1325540.71 3013371.47
STM MH #20 584.71
(B) 574.71
1325540.71 3013371.47
96 LF 18" HDPE-C @ 12.5%
STM MH #21 566.50
(A) 562.75
1325459.58 3013313.08
STM MH #21 566.50
(B) 556.50
1325459.58 3013313.08
96 LF 18" HDPE-C @ 10.6%
STM MH #22 550.09
(A) 546.34
1325371.27 3013265.89
STM MH #22 550.09
(B) 544.80
1325371.27 3013265.89
28 LF 18" HDPE-C @ 10.0%
HW #5 546.00 542.001325342.39 3013272.22
INLET #2D TYPE TRENCH DRAIN
718.50 715.92- -
STM MH #26 1326928.33 3014535.91 718.30
(B) 714.62 24 LF 15" HDPE @ 0.5%
INLET #2B TYPE J 1326955.48 3014535.94 718.00
(A) 714.50
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
UTF-CG104
12810593
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
S E
E
S
H E
F
C
G
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
30' 60'0
N
SEE SHEET UTF-CG103
SHEET KEY
A1
GRADING AND DRAINAGE PLAN
SCALE: 1"=30'
TREELINE
H W
Y
R A
V E
L
24" CMP
INV = 691.07'
TREELINE
3:1 SLOPES
3:1 SLOPES
718.6
STORMWATER MANAGEMENT AREA - B
BOTTOM ELEV. 712.00
6' WIDE BERM
EL. 717.00
718.5
720.25 (4)
720.25
720.00 (2)
719.50 719.50
N
SD
T
HW #3
TW 716.00
INV. 712.00
STM MH #2
10 LF 24" HDPE @ 0.5%
D
O
H
W
O
H
W
O
H
W
O
H
W
O H
W O
H W
O H
W
O
H
W
O
H
W
O
H
W
O
H
W
S
D
S
D
S
D
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
D
D
D
D
D
STM MH #8
STM MH #7
STM MH #9
STM MH #11
STM MH #10
S D
S D
D
STM MH #6
O H
W
O H
W
O H
W
O H
W
O H
W
O H
W
E
A
B
C
B
A
A
B
A
A
B
B
CB
S
D
S
D
S
D
INLET #19
C
S
E
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
A
B
A
B
INV. 716.90
D
HW #6
TW 716.00
INV. 712.00
STM MH #23 A
B
C
D
E
S
D
S
D
CO
CO
3' x 3' 12" THICK
RIP RAP PAD 6" D
4" PVC
INV. 715.00
C
SITE 1 STREAM 7
SITE 1 STREAM 1
12+00 13+00
14+00
SEE SHEET
UTF-CG111 -
UTF-CG113 FOR
CONTINUATION
UTF-CG102 UTF-CG103
UTF-CG104
UTF-CG105
ROOF LEADER TABLE
STR. NO.
MEB C/O #1
INV
717.00
PIPE
69 LF 8" PVC @ 1.0%
STR. NO.
MEB C/O #2
INV
716.35
MEB C/O #2 716.35
31 LF 8" PVC @ 1.0%
INLET #7
(C) 716.04
MEB C/O #3 717.00
28 LF 8" PVC @ 1.1%
MEB C/O #4 716.69
MEB C/O #5 717.00
32 LF 8" PVC @ 1.0%
WTB C/O #1 716.90
50 LF 8" PVC @ 1.5%
WTB C/O #2 716.22
WTB C/O #3 716.90
74 LF 8" PVC @ 1.0%
WTB C/O #2 716.22
WTB C/O #2 716.22
11 LF 8" PVC @ 1.0%
INLET #15A
(B) 716.11
WTB C/O #4 716.90
104 LF 8" PVC @ 1.0%
WTB C/O #5 715.93
WTB C/O #6 716.90
18 LF 8" PVC @ 5.7%
WTB C/O #5 715.93
WTB C/O #5 715.93
7 LF 8" PVC @ 1.0%
STM MH #3
(B) 715.86
WHS C/O #1 716.88
38 LF 8" PVC @ 2.1%
WHS C/O #2 716.11
WHS C/O #3 716.88
80 LF 8" PVC @ 1.0%
WHS C/O #2
WHS C/O #2 716.11
24 LF 8" PVC @ 1.0%
INLET #9
(A) 715.87
WHS C/O #4 716.90
29 LF 8" PVC @ 3.1%
WHS C/O #5 716.04
WHS C/O #6 716.90
93 LF 8" PVC @ 1.0%
WHS C/O #5 716.04
WHS C/O #5 716.04
28 LF 8" PVC @ 1.0%
INLET #12
(B) 715.76
OSB C/O #2 717.90
169 LF 8" PVC @ 1.0%
OSB C/O #1 716.33
OSB C/O #1 716.33
13 LF 8" PVC @ 1.0%
STM MH #5
(B) 716.20
OSB C/O #3 717.90
170 LF 8" PVC @ 0.6%
OSB C/O #4 717.07
OSB C/O #4 717.07
86 LF 8" PVC @ 1.2%
INLET #17
(B) 716.00
716.11
MEB C/O #4 716.69
2 LF 8" PVC @ 1.0%
INLET #3A
(A) 716.67
MEB C/O #4 716.69
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
UTF-CG105
12810594
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
S E
E
S
H E
F
C
G
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
A1
GRADING AND DRAINAGE PLAN
SCALE: 1"=30'
30' 60'0
N
SEE SHEET UTF-CG102
SHEET KEY
GENERAL SHEET NOTES
1. SEE SHEET UTF-CG104 FOR DRAINAGE
STRUCTURE & PIPE TABLE.
X
X
X
S
D
S
D
G
R
A
V
E
L
G
R
E
E
N
W
O
K
E
W
A
T
V
M
10" PVC
INV = 582.71'
10" PVC
INV = 587.45'
T
R
E
E
L
I
N
E
R
I
P
R
A
P
C
O
N
C
R
E
T
F
A
L
L
S
T
R
U
C
T
U
R
E
B
O
T
T
S
C
K
V
A
E
E
N
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
D
D
D
D
D
STM MH #18
STM MH #19
STM MH #20
STM MH #21
STM MH #22
HW #5
TW 546.00
INV. 542.00
A
B
A
B
AB
A
B
A
B
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
S
F
S
F
S
F
S F
S F
LIMIT OF DISTURBANCE
(TYP.)
FILTER SOCK
(TYP.)
U
T
F
C
G
U
T
F
C
G
U
T
F
C
G
10+00
11+00
12+00
13+00
14+00
15+00
16+00
EXISTING GRADE
ELEVATION (TYP.)
I N
V
S T
M
M
H
R
I N
V
I N
B
S T
M
M
H
R
I N
I N
S T
M
M
H
R
I N
I N
S T
M
M
R
I N
I N
S T
M
M
H
R
I N
I N
28 LF 18" HDPE-C 10.0%
H
D
P
E
P
E
H
D
P
E
L
F
H
D
P E
C
.1
96 LF 18" HDPE-C 7.9%
B
B
A
B
A
B
A
B
A
APPROX. DEPTH
TO ROCK
RESTORE DISTURBANCE WITH TOP
SOILS,FERTILIZERS, AND SEED
RESTORE DISTURBANCE WITH
GRAVEL ROAD
S T
A
RESTORE
DISTURBANCE
WITH GRAVEL
ROAD
RESTORE
DISTURBANCE WITH
BITUMINOUS
PAVEMENT
S T
A
D R
A I N
A G
E
E
X T
E N
S I O
N
P
L A
O
F I L
E
UTF-CG111
12810595
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
S E
E
S
H E
F
C
G
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
SHEET KEY
A1
DRAINAGE EXTENSION PLAN & PROFILE - 01
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'
30' 60'0
S E
E
S
H E
F
C
G
T A
E L
E V
A T
I O
N
STATION
0 10' 20'
H W
Y
A S
P H
A L T
G
R
A
V
E
L
G
R
A
V
E
L
36" CMP
INV =
609.22'
36" CMP
INV = 612.36'
36" CMP
INV = 627.25'
36" CMP
INV = 630.67'
S
D
S
D
12" CMP
INV = 677.10'
12" CMP
INV = 678.54'
S
D
S
D
S D
S D
SD
S D
S D
S
D
S
D
S
D
D
D
D
D
D
D
STM MH #12
STM MH #13
STM MH #14
STM MH #15
STM MH #16
STM MH #17
S
A
B
A
B
A
B
AB
A
B
21+00
N
S
F
S
F
S
F
SF
S F
S F
S F
SF
SF
SF
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
S F
S F
SF
SF
S F
S F
S
F
S
F
S
F
S
F
L
I
M
S
T
U
R
B
A
N
C
E
T
Y
P
LIMIT OF DISTURBANCE
(TYP.)
FILTER SOCK
(TYP.)
U
T
F
C
G
U
T
F
C
G
U
T
F
C
G
S T
M
M
R
I N
I N
S T
M
M
R
I N
I N
S T
M
M
R
I N
I N
S T
M
M
R
I N
I N
S T
M
M
R
I N
I N
S T
M
M
R
I N
I N
H
D
P
E
H
D
P
E
H
D
P
E
H
D
P
E
H
D
P
E
196 LF 18" HDPE-C 2.4%
EXISTING GRADE
ELEVATION (TYP.)
96 LF 18" HDPE-C 7.9%
B
A
B
A
B
A
B
A
B
A
B
A
APPROX. DEPTH
TO ROCK
R E
S T
O R
E
D
I S
T U
R B
A N
T
H
G R
A V
A
D
S T
A
R E
S T
O R
E
D
I S
T U
R B
A N
T
H
B I T
U M
I N
O U
S
P
A V
E M
E N
T
36" CMP
36" CMP
12" CMP
17+00
18+00
19+00
20+00
21+00
22+00
23+00
D R
A I N
A G
E
E
X T
E N
S I O
N
P
L A
O
F I L
E
UTF-CG112
12810596
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
S
E
F
C
G
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
SHEET KEY
A1
DRAINAGE EXTENSION PLAN & PROFILE - 02
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'
30' 60'0
S E
E
S
H E
F
C
G
T A
E L
E V
A T
I O
N
STATION
0 10' 20'
S E
E
S
H E
F
C
G
T A
E L
E V
A T
I O
N
S E
E
S
H E
F
C
G
H
A
V
E
L
G
R
A
V
E
L
24" CMP
INV = 694.19'
24" CMP
INV = 691.07'
T
R
E
E
L
I
N
E
C
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
D
D
D
D
D
S
D
D
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
E
F
O
F
O
F
O
F
O
S
D
S
D
S
D
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
W
A
T
E
R
C
N
N
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
STM MH #8
STM MH #6
STM MH #7
STM MH #9
STM MH #11
STM MH #10
LIMIT OF DISTURBANCE
(TYP.)
A
B
C
D
A
B
A
B
A
B
A
B
FILTER SOCK
(TYP.)
U
T
F
C
G
U
T
F
C
G
U
T
F
C
G
S T
M
M
R
I N
I N
S T
M
M
H
R
I N
I N
S T
M
M
R
I N
I N
S T
M
M
R
I N
I N
I N
H
D
P
E
101 L F 1
8" H D
P E
.2
95 LF 18" HDPE 0.5%
EXISTING GRADE
ELEVATION (TYP.)
118 LF 18" HDPE 0.5%
196 LF 18" HDPE-C 2.4%
B
A
B
A
B A
B
A
C
INV. A
18" HDPE
INV. B
15" HDPE
S T
M
M
R
I N
I N
APPROX. DEPTH
TO ROCK
24" CMP
24+00
25+00
26+00
27+00
28+00
29+00
30+00
30+50
D R
A I N
A G
E
E
X T
E N
S I O
N
P
L A
O
F I L
E
UTF-CG113
12810597
1"=30'
KM DP JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
SHEET KEY
A1
DRAINAGE EXTENSION PLAN & PROFILE - 03
SCALE: HORIZONTAL 1"=30', VERTICAL 1"=10'
30' 60'0
E L
E V
A T
I O
N
STATION
0 10' 20'
S E
E
S
H E
F
C
G
T A
E L
E V
A T
I O
N
S
E
F
C
G
TREELINE
HWY 486 - GRAVEL
H
A
V
E
L
H W
Y
G
R A
V E
L
X
700 700
SD
SD
SD
S D
S D
CB
SD SD
CB
S
D
S
D
C
B
C
B
CB CBCB
D
S
S
O
H
W
O
H
W
O H
W O
H W
O
H
W
O
H
W
S
D
S D
S
D
D
D
CB
CB
CB
CB
CB
CB
SD
SD SD SD SD
CB
D
S D
SD SD
D
D
CB
O H
W
O H
W
O H
W
O H
W
S
S
S
S SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
CB
S
D
S
D
O
H
W
O
H
W
COCO CO
W
S
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SD
CO CO
COCO CO
SD
S
D
CO CO
SD
CO CO
D
SD
S D
CO
CB CB CB
CBCB
CBCB
D
CB
SD
S D
CBCB
SD
D
D
W W
W
D
CO CO
CO
D
W
W
W
W
S
D
CO
CO
CO
YH
YH
YH
L
WETLAND D
WETLAND A
WETLAND E
WETLAND C
WETLAND B
SITE 1 STREAM 6
SITE 1 STREAM 6A
SITE 1 STREAM 7
SITE 1 STREAM 5
SITE 1 STREAM 4
SITE 1 STREAM 7
SITE 1 STREAM 3A
SITE 1 STREAM 3
SITE 1 STREAM 2
SITE 1 STREAM 1
SITE 1
STREAM 7A
WETLAND K
S F
SF
SF
SF
S F
S
F
S
F
S
F
S
F
S
F
S
F
S F
CONTRACTOR STAGING AREA
40,000 SF±
SF
SF SF SF
S F
SF
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
SF
S
F
S
F
S
F
S F
S
F
S F
S F
S
F
INLET PROTECTION
(TYP.)
LIMIT OF DISTURBANCE
HWY 486 TO GREENWOOD LAKE
(32,484 S.F./ 0.75 AC.)
SEE SHEETS UTF-CG111_113
FOR CONTINUATION
LIMIT OF DISTURBANCE
SITE (797,355 S.F./ 18.30 AC.)
LIMIT OF DISTURBANCE
HWY 486 TO HWY 331
(122,114 S.F./ 2.80 AC.)
SEE SHEETS UTF-CS109_114
FOR CONTINUATION
S F
SF
S
F
S
F
S
F
S
F S
F
S
F
S
F
S
F
S
F
S
F
SF SF SF
S F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
S F
SF
STABILIZED
CONSTRUCTION
ENTRANCE
FILTER SOCK (TYP.)
HW #1
SCOUR HOLE
HW #2
SCOUR HOLE
HW #6
SCOUR HOLE
HW #3
SCOUR HOLE
N
S O
O
S I O
N
C
O N
T R
A
N
UTF-CG121
12810598
1"=50'
KM MD JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
A1
SOIL EROSION CONTROL PLAN
SCALE: 1"=50'
N
50' 100'0
LIMIT OF DISTURBANCE AREA
X X
XXXXXXXXX
X X
X X
FF 720.00
719.40
OPERATIONS SUPPORT BUILDING
N
C
B
SS
W
W
D
SS
D
W
C
E
W
D
719.40
719.95
719.94
719.94
720.00
720.00
720.00
720.00
719.95
719.65 719.65
719.65
720.00
720.00
720.00
719.88 719.88
720.00
719.90
720.00
720.00
719.90
719.88 719.88
719.55
719.65
719.65
719.55
719.65
719.00
718.60 718.60
719.00
GR 719.35
GR 719.35
O S
B
E
N L
A R
G E
D
G
R A
D I N
G
P
L A
N
UTF-CG401
12810599
1"=10'
KM MD JK
F I
M
E
C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
T F
C
G d
Y O
M
E
U
T F
C
G
O
T T
E D
T u e s d a y
A p r i l
E
R p a t e l d
D E
P A
R T
M E
T
V
Y
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
ER
L
AU
NC
H
TE
ST
F
AC
IL
IT
Y N
A
N E
C R
A N
E
I N
D I A
N A
N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
P
H A
U B
M I S
S I O
N
RDS/PJB
EJA
C I V
I T
E
M I D
L A
C
O R
E N
A V
A L
S
T A
T I O
N
N
O R
F O
L K
V
A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
10' 20'
A1
OSB ENLARGED GRADING PLAN
SCALE: 1"=10'
X X X X X X X X X X X X X X X X X X X X X X
X
X X
X X
X X
X X
X X
X X
X X
N
FF 719.00
718.9
718.90
WAREHOUSE
CBCB
CB
S
W
W
W
W
W
CO
D
CB CB
CB
C
W
S
W
W
T
W
T
W
C
E
PIV
PIV
D
718.90
718.94
719.00
719.00
718.94
719.00
719.00
718.90
718.90
718.90
719.00
719.00
719.00
719.00
718.75
718.75
BC 718.50
718.90
718.20
GR 718.00 GR 718.00
HP
718.46
HP
TC 718.90
BC 718.40
719.00
DC
FF 720.70
718.70
718.70
719.20
719.05
718.53
719.00
TC 719.25
BC 718.75
E
W H
S
E
N L
A R
G E
D
G
R A
D I N
G
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N
UTF-CG402
12810600
1"=10'
KM MD JK
F I
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C p w w o r k i n g g b n a d a x e s h p d B
L D
G U
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G d
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T u e s d a y
A p r i l
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DES DRW CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
N A
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ID
-A
TL
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P-
UN
DE
RW
AT
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AU
NC
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N40085-19-R-9186
1629197
JACOBS ENGINEERING GROUP INC.
412 MT. KEMBLE AVENUE
MORRISTOWN, NJ 07960
PHONE: (973) 267-0555
R F
P
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H A
U B
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N
RDS/PJB
EJA
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A
2/24/2020
APPROVED BY SHANE A. FRINK
CTF TEST SYSTEM INTEGRATOR
NSWC CRANE VIA EMAIL
DLB
10' 20'
A1
WHS ENLARGED GRADING PLAN
SCALE: 1"=10'
| CIVIL / SITE |
| UTF-CG101 - OVERALL GRADING AND DRAINAGE PLAN |
| UTF-CG102 - GRADING AND DRAINAGE PLAN |
| UTF-CG103 - GRADING AND DRAINAGE PLAN |
| UTF-CG104 - GRADING AND DRAINAGE PLAN |
| UTF-CG105 - GRADING AND DRAINAGE PLAN |
| UTF-CG111 - DRAINAGE EXTENSION PLAN & PROFILE - 01 |
| UTF-CG112 - DRAINAGE EXTENSION PLAN & PROFILE - 02 |
| UTF-CG113 - DRAINAGE EXTENSION PLAN & PROFILE - 03 |
| UTF-CG121 - SOIL EROSION CONTROL PLAN |
| UTF-CG401 - OSB ENLARGED GRADING PLAN |
| UTF-CG402 - WHS ENLARGED GRADING PLAN |
2020-05-13T12:30:58-0400
2020-05-13T12:31:14-0400
2020-05-13T12:31:15-0400
2020-05-13T12:31:55-0400
2020-05-13T12:31:55-0400
2020-05-13T12:32:29-0400
2020-05-13T12:33:05-0400
2020-05-13T12:33:37-0400
2020-05-13T12:33:38-0400
2020-05-13T12:34:17-0400
2020-05-13T12:34:51-0400
| 2020-05-13T20:50:17-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:50:36-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:50:37-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:51:46-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:51:47-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:52:53-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:53:31-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:54:40-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:54:41-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:55:14-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:55:15-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:31-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:31-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:33-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:34-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:35-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:36-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:36-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:37-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-05-13T20:57:38-0400 | |
| 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 .