1588810-SPC-11of24-App A10.pdf
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- Solicitation number
- N4008520R0063
About this file
This solicitation is for design-build construction services to build a permanent flood wall and perform related work at Naval Facilities Engineering Command in Norfolk, Virginia. The selected contractor will construct a cast-in-place reinforced concrete flood wall supported by soil grouting to protect dry docks and facilities from flooding. Additional work includes modifying dry dock gunwales, building caisson seat extensions, removing capstans, and constructing new removable capstans. The response due date is not provided. The selected contractor will be responsible for design and construction services.
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APPENDIX ‘A10’
Reference Record Drawings
P-653 Dry Dock Flood Protection Improvements Norfolk Naval Shipyard, Portsmouth, VA eProject No. 1588810
P-653 Dry Dock Flood Protection Improvements eProject No. 1588810 Norfolk Naval Shipyard, Portsmouth, VA
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DATE
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1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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M A
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DES DRW
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
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O L
K
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P O
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T H
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G I N
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G-001
D E
M O
LI
TI
O N
D R
Y D
O C
K S
A
N D
C O
V E
R S
H E
JWS CRJ JWS
AS NOTED
1 90
VICINITY MAP LOCATION MAP
PROJECT
LOCATION
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M
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R T
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R
T
E
R
T
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R
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C
H
E
S
A
P
E
A
K
B
Y
B
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B
L
V
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R
A
L
B
O
O
T
H B
L
V
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A
N
A
SITE LOCATION
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
NORFOLK NAVAL SHIPYARD
° PORTSMOUTH, VIRGINIA
DEMOLITION OF DRYDOCKS 6 AND 7
MARCH 2016
12715648
03/16/2016
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I n d u s t r i a l
F a c i l i t y S h e e t s G e n e r a l P
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F O
L K
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PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
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M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
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F
A C
I L I T
I E
S
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N G
I N
E E
R I N
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C
O M
M A
N D
DES DRW
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
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IN
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IN
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E X
NONE
JWS CRJ JWS
DRAWING INDEX - DEMOLITION OF DRYDOCKS 6 AND 7
SCALE: X/X" = 1'-0" A-001, S-001 SCALE: X/X" = 1'-0"
IDENTIFICATION NUMBER
BASED ON GRID COORDINATES
WHERE DETAIL IS DRAWN
SHEET(S) ON WHICH DETAIL,
SECTION, ELEVATION, OR PHOTO
IS CALLED OUT (INCLUDE FIRST
AND ATYPICAL LOCATIONS)
TRUE NORTH INDICATOR
PLAN
NORTH
SHEET WHERE SECTION
IS DRAWN
INDICATES DIRECTION
OF VIEW
S-000
1A
IDENTIFICATION NUMBER BASED
ON GRID COORDINATES WHERE
SECTION IS DRAWN
1. DRAWINGS INCLUDE ALL OR PORTIONS OF PREVIOUSLY SIGNED AND SEALED DRAWINGS.
REGISTRANT OF THE NEWLY APPLIED SEAL WITHIN THE BURNS & McDONNELL BORDER
ASSUMES RESPONSIBILITY ONLY FOR CHANGES INDICATED.
12715649
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CHIEF ENG/ARCH
DATE
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1 2 3 4 5
1 2 3 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
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A C
I L I T
I E
S
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N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
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O L
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A V
I P
Y A
R D
P O
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S M
O U
T H
V
I R
G I N
I A
STOMH
RIM=100.66
UTO
ELECTRIC UTILITIES SCHEDULE:
SANITARY SCHEDULE:
STORM SCHEDULE:
SMH
RIM=100.77
BOT=91.90
ELECMH
RIM=100.40
BOT=90.75
ELECMH
RIM=100.34
BOT=92.29
STOMH
RIM=100.36
BOT= 96.25
INV SW=94.72
ELECMH
RIM=100.58
UTO
ELECMH
RIM=101.29
UTO
ELECMH
RIM=101.33
BOT=93.78
WMH
RIM=101.01
BOT=94.31
ELECMH
RIM=101.18
BOT=93.88
ELECMH
RIM=100.99
BOT=91.34
STOMH
RIM=100.43
BOT=92.80
STOYD
RIM=100.14
TOP PIPE=98.29
ELECMH
RIM=100.95
BOT=95.15
ELECMH
RIM=100.33
BOT=91.68
STOYD
RIM=100.20
INV=97.06
STOMH
RIM=100.32
BOT=92.40
INV SW=98.17
INV SE (HIGH)=98.02
INV SE (LOW)=92.40
ELECMH
RIM=100.70
INV=92.35
ELECMH
RIM=100.89
BOT=91.59
ELECMH
RIM=101.46
BOT=94.46
ELECMH
RIM=101.28
BOT=94.28
ELECMH
RIM=101.30
UTO
GUT
RIM=100.41
BOT=95.46
GST
RIM=100.83
BOT=95.38
GUT
RIM=100.41
BOT=95.51
GST
RIM=100.71
BOT=95.26
GRATED CAPSTAN
RIM=102.08
BOT=97.68
GST
RIM=100.73
BOT=95.28
GUT
RIM=100.40
BOT=95.40
GST
RIM=100.76
BOT=95.31
GUT
RIM=100.39
BOT=95.44
GUT
RIM=100.40
BOT=95.45
GST
RIM=100.79
BOT=95.49
GST
RIM=100.72
BOT=95.37
VALVE PIT
RIM=100.22
BOT=197.99
GST
RIM=100.72
BOT=95.37
GUT
RIM=100.41
BOT=95.51
GUT
RIM=100.47
BOT=187.97
GUT
RIM=100.49
BOT=95.59
GST
RIM=100.74
BOT=95.39
CAPSTAN 16
RIM=102.08
BOT=96.78
CAPSTAN 17
RIM=102.15
BOT=96.55
CAPSTAN 18
RIM=102.02
BOT=97.92
STO VAULT
RIM=100.49
INV=99.27
VAULT
RIM=100.85
BOT=98.95
CAPSTAN 23
RIM=102.57
BOT=97.77
ELEC VAULT
RIM=101.14
UTO
VAULT
RIM=100.87
UTO
UT
RIM=101.19
UTO
UT
RIM=101.32
UTO
UT
RIM=101.29
UTO
UT
RIM=101.53
UTO
UT
RIM=101.46
UTO
UT
RIM=101.14
BOT=97.64
UT
RIM=101.38
BOT=97.88
UT
RIM=101.13
BOT=97.63
UT
RIM= 101.28
UTO
UT
RIM=101.25
UTO
UT
RIM=101.41
UTO
UT
RIM=101.34
UTO
UT
RIM=101.34
UTO
UT
RIM=101.12
BOT=94.77
ABN'D CAPSTAN
RIM=102.73
BOT=97.68
UT
RIM=101.15
UTO
VAULT
RIM=100.99
UTO
VAULT
RIM=101.01
UTO
UT
RIM=101.08
BOT=98.08
UT
RIM=101.32
UTO
UT
RIM=101.03
UTO
CAPSTAN 22
RIM=102.08
BOT=97.73
ELECMH
RIM=101.33
UTO
ELECMH
RIM=101.37
BOT=94.27
MH
RIM=101.40
BOT=93.80
ELECMH
RIM=101.33
BOT=94.23
MH
RIM=101.31
BOT=94.31
ELECMH
RIM=101.34
BOT=94.34
ELECMH
RIM=101.36
BOT=94.36
ELECMH
RIM=101.38
BOT=94.28
ELECMH
RIM=101.30
BOT=94.20
STOYD
RIM=101.24
BOT=98.13
INV N=98.39
WMH
RIM=101.37
BOT=96.77
WMH
RIM=101.42
BOT=96.82
ELECMH
RIM=101.40
BOT=92.10
WMH
RIM=101.39
BOT=95.19
ELECMH
RIM=101.44
BOT=93.54
UT
RIM=101.34
BOT=96.14
ELECMH
RIM=101.52
BOT=90.92
ELECMH
RIM=101.40
BOT=90.80
UT
RIM=101.45
UTO
UT
RIM=101.38
UTO
UT
RIM=101.47
UTO
UT
RIM=101.51
UTO
ELECMH
RIM=101.52
BOT=93.92
ELECMH
RIM=101.43
BOT=95.43
MH
RIM=101.41
BOT=78.31
STOYD
RIM=101.19
BOT=97.96
INV N=98.35
STOYD
RIM=101.32
BOT=98.31
TOP VERT PIPE=98.87
MH
RIM=101.46
BOT=94.86
MH
RIM=101.43
BOT=94.83
UT
RIM=101.23
UTO
UT
RIM=101.25
BOT=98.95
MH
RIM=101.47
BOT=94.87
UT
RIM=101.30
UTO
MH
RIM=101.51
BOT=94.91
UT
RIM=101.60
BOT=95.00
UT
RIM=101.35
UTO
UT
RIM=101.35
BOT=98.35
MH
RIM=101.51
BOT=94.91
GUT
RIM=100.60
BOT=94.00
MH
RIM=101.55
BOT=94.95
UT
RIM=101.36
BOT=98.94
MH
RIM=101.53
BOT=94.93
VAULT
RIM=101.42
UTO
UT
RIM=101.49
UTO
MH
RIM=101.42
BOT=84.82
GUT
RIM=101.48
BOT=94.68
MH
RIM=101.42
BOT=94.62
MH
RIM=101.48
BOT=93.58
MH
RIM=101.54
BOT=96.79
MH
RIM=101.50
BOT=96.75
CAPSTAN 21
RIM=102.28
BOT=98.18
STOYD
RIM=100.71
BOT=99.41
ELECMH
RIM=101.37
BOT=90.17
ELECMH
RIM=101.06
UTO
ELECMH
RIM=100.87
UTO
UT
RIM=101.19
BOT=98.94
STOYD
RIM=100.46
INV=97.81
STOMH
RIM=100.60
BOT=94.50
INV N=97.11
INV E=99.22
CAPSTAN 20
RIM=101.40
BOT=96.72
STOYD
RIM=101.23
BOT=95.91
(FILLED W/DEBRIS)
STOYD
RIM=101.33
BOT=96.86
(FILLED W/DEBRIS)
MH
RIM=101.52
BOT=93.66
CAPSTAN 43
RIM=103.53
(FILLED W/DEBRIS)
WATER UTILITY SCHEDULE:
UTILITY TUNNEL SCHEDULE:
MISCELLANEOUS STRUCTURE SCHEDULE:
V-001
AS NOTED
SPH CRJ DPS
S U
R V
Y
H
E D
U L E
S
D E
M O
L I T
I O
N
D
R Y
D O
C K
12715683
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D D
C I V
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C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
V d
Y
O U
T
N
A M
E
L a y o u
O
T T
E D
W e d n e s d a y
M a r a m
U
S E
R j a n a y a
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
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H A
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T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
I A
BOR B-7
NORTHING: 3465181.9303
EASTING: 12128565.6919
ELEV: 100.63
BORING SCHEDULE:
BOR B-8
NORTHING: 3465187.7404
EASTING: 12128273.6564
ELEV: 100.51
BOR B-9
NORTHING: 3465082.2338
EASTING: 12128525.9677
ELEV: 101.51
BOR B-10
NORTHING: 3464999.5981
EASTING: 12128749.0202
ELEV: 100.98
BOR B-11
NORTHING: 3464937.2028
EASTING: 12128515.6040
ELEV: 101.66
T.B.M. "D" IS A " " SET IN THE SOUTHEAST CORNER
OF A UTILITY VAULT ON THE NORTH SIDE OF PID #4.
EL. = 101.40
T.B.M. "E" IS A " " SET IN THE SOUTHEAST CORNER
OF A LIGHT BASE LOCATED AT THE SOUTHEAST
CORNER OF BUILDING #516 BETWEEN PIERS 6 & 3.
EL. = 101.87
T.B.M. "F" IS A " " SET IN THE TOP OF CONCRETE
COPING ON THE NORTHEAST CORNER OF DRYDOCK #3.
EL. = 103.28
SITE TEMPORARY BENCH MARKS ARE
SHOWN THUS:
BENCHMARKS
S O
U T
H E
A
N C
H
E L I Z
A B
E T
H
R
I V
E R
E B
B F
L O
O D
1. MEAN LOW WATER (MLW) = 93.43
MEAN HIGH WATER (MHW) = 96.18
V-101
AS NOTED
SPH CRJ DPS
S U
R V
Y
X I S
T I N
G
C
O N
D I T
I O
A
N
D E
M O
L I T
I O
N
D
R Y
D O
C K
PLAN
NORTH
SCALE 1" = 40'
SCALE IN FEET
40'20' 80'
BOR B-12
NOT SURVEYED-IN RIVER
1" = 40'
TBM "D"
EL. = 101.40
12MH
30ELECMH
UTIL.
VAULT
STOMH
TBM "E"
EL. = 101.87
BLDG.
#516
10ELECMH
ELECMH
CONC.
LIGHT
BASE
14.00'
TBM "F"
EL. = 103.28
NORTHEAST
CORNER
OF DRYDOCK
N
N
N
*TOPOGRAPHIC SURVEY PROVIDED BY BALDWIN & GREGG, LTD., DECEMBER 2009.
ELEVATIONS SHOWN HEREON ARE IN FEET AND ARE
REFERENCED TO NATIONAL GEODETIC VERTICAL
DATUM 1929, (72 ADJUSTMENT) ((NGVD29)(72 ADJ)) .
ELEVATIONS WERE ADJUSTED TO NORFOLK NAVAL
SHIPYARD DATUM BY ADDING 92.94
BENCH MARK:
433 ELEV = 10.776 (103.716)
8" SANITARY SEWER
STORM SEWER
UNDERGROUND ELECTRIC
30" WATER
ABN'D. ABANDONED
BOT BOTTOM
BP BUMPER POST
BW BARBED WIRE
C&G CURB & GUTTER
CB CATCH BASIN
CLF CHAIN LINK FENCE
CONC. CONCRETE
D.B. DEED BOOK
EB ELECTRIC BOX
ELEC ELECTRIC
ELECMH ELECTRIC MANHOLE
ELEV. ELEVATION
FH FIRE HYDRANT
FR FRAME
GM GAS METER
GST GRATED STEAM TUNNEL
GUT GRATED UTILITY TUNNEL
GV GAS VALVE
GVT GRATED VENT TUNNEL
INV INVERT
L/P LIGHT POLE
MH MANHOLE
NAD NORTH AMERICAN DATUM
NO. NUMBER
P/P POWER POLE
SAN SANITARY
STY STORY
T.B.M. TEMPORARY BENCHMARK
TEL. TELEPHONE
TRANS. TRANSFORMER
(TYP.) TYPICAL
UTO UNABLE TO OPEN
UT UTILITY TUNNEL
W/ WITH
WM WATER METER
WV WATER VALVE
YD YARD DRAIN
UNDERGROUND STEAM
LEGEND & ABBREVIATIONS:
12715684
L
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C n a l
D e s i g n
C o n t r a c t
C A
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C I V
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C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
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T h u r s d a y
M a r a m
U
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R j a n a y a
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PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
S
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N G
I N
E E
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C
O M
M A
N D
DES DRW
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
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S M
O U
T H
V
I R
G I N
I A
SO
U
TH
ER
N B
R A
N C
H
EL
IZ
A
B
ET
H R
IV
ER
EB
B
FL
O
O D
1. MEAN LOW WATER (MLW) = 93.43 MEAN HIGH WATER (MHW) = 96.18
CONCRETE BULKHEAD
SEE STRUCTUAL SHTS
S-102, S-311 AND S-312
C-100
AS NOTED
SPH CRJ JWS
S I T
E
P
L A
N
D E
M O
L I T
I O
N
D
R Y
D O
C K
NORTH
SCALE 1" = 30'
INLET
MH
MH
INLET
INLET
INLET
FH
FH
FH
FH
FH
GUARD POST (4)
TYPICAL
C
D
C
D
C
D
C
C
GUARD POST (4)
TYPICAL
GUARD POST (4)
TYPICAL
GUARD POST (4)
TYPICAL
GUARD POST (4)
TYPICAL
TRENCH REPAIR
C
D
BITUMINOUS
PAVEMENT
BITUMINOUS
PAVEMENT
RAILROAD
RAIL STOP (2)
CENTER ISLAND
PAVEMENT REPAIR
TRENCH REPAIR
C-502
C3
C-504
D4
C
C
C-502
C3
C-504
D1
C-504
D1
C-504
D1
C-502
C1
C-502
C1
C-504
D1
C-504
D1
C-502
1A
TRENCH REPAIR
C-502
C1
INLET
INLET
CENTER ISLAND
PAVEMENT REPAIR
C-502
A1
SCALE IN FEET
30'15' 60'
1" = 30'
MH
MH
MH
MH
MH
MH
20' WIDE FIRE LANE
4" DIAGONAL YELLOW
PAVEMENT MARKING
20' WIDE FIRE LANE
4" DIAGONAL YELLOW
PAVEMENT MARKING
12715712
03/16/2016
APPROX OUTLINE
OF EXTERIOR OF
DRYDOCK WALLS
V A
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F O
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V
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I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
F
A C
I L I T
I E
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N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
I A
SO
U
TH
ER
N B
R A
N C
H
EL
IZ
A
B
ET
H R
IV
ER
EB
B
FL
O
O D
1. MEAN LOW WATER (MLW) = 93.43 MEAN HIGH WATER (MHW) = 96.18
2. TOP OF ASPHALT PAVEMENT AT EXISTING DRYDOCK WALLS SHALL
MATCH EXISTING TOP OF DRYDOCK COPING. APPROXIMATE EL 101.00±.
3. SLOPE ASPHALT TO DRAIN TO STORM DRAIN INLETS, AT A CONSTANT
GRADE.
CG-101
AS NOTED
SPH CRJ JWS
CONCRETE BULKHEAD
SEE STRUCTURAL DRAWINGS
GRADE BREAK
EL 101.00
S I T
E
G
R A
D I N
G
P
L A
N
D E
M O
L I T
I O
N
D
R Y
D O
C K
NORTH
SCALE 1" = 30'
INLET
GRATE = 100.25
GRADE BREAK
EL 101.00
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.00
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.00
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
MATCH EXIST.
EL 101.0 +/-
N 3465067.05
12128596.78
N 3465044.25
E 12128558.82
INLET
GRATE = 100.25
STORMWATER QUALITY
TREATMENT UNIT
RIM = 100.64
STORMWATER QUALITY
TREATMENT UNIT
RIM = 100.64
INLET
GRATE = 100.25
GRADE BREAK
EL 101.00
GRADE BREAK
EL 101.00
INLET
GRATE = 100.25
INLET
GRATE = 100.25
INLET
GRATE = 100.25
P
P
P
P
P
P
P
P
SCALE IN FEET
30'15' 60'
1" = 30'
P
P
P
P
P
P
MANHOLE
RIM = 100.49
MANHOLE
RIM = 100.49
MANHOLE
RIM = 100.49
MANHOLE
RIM = 100.49
MANHOLE
RIM = 100.49
MANHOLE
RIM = 100.49
12715713
03/16/2016
APPROX OUTLINE
OF EXTERIOR OF
DRYDOCK WALLS (TYP)
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D e s i g n
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C A
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C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
C
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Y
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L a y o u
O
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W e d n e s d a y
M a r a m
U
S E
R j a n a y a
N A
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L
F
A C
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S
E
N G
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E E
R I N
G
C
O M
M A
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A N
T I C
H A
M P
T O
N
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O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
I A
CB-103
N 3465161.94
E 12128461.63
CB-101
N 3465044.68
E 12128755.85
DAYLIGHT SD AT BULKHEAD
N 3465026.53
E 12128833.80
DAYLIGHT SD AT BULKHEAD
N 3464910.44
E 12128787.69
S
D
S
D
D
W
D
0+00.00
6"x6" TEE
N 3465215.66
E 12128296.36
SEE NOTE 7
FIRE HYDRANT A
N 3465199.47
E 12128447.00
1+50.54
6"x6" TEE
N 3465190.78
E 12128443.33
FIRE HYDRANT B
N 3465123.56
E 12128635.07
3+53.37
6"x6" TEE
N 3465115.68
E 12128631.74
FIRE HYDRANT C
N 3465047.66
E 12128823.14
5+56.20
6"x6" TEE
N 3465040.58
E 12128820.15
SO
U
TH
ER
N B
R A
N C
H
EL
IZ
A
B
ET
H R
IV
ER
EB
B
FL
O
O D
1. MEAN LOW WATER (MLW) = 93.43 MEAN HIGH WATER (MHW) = 96.18
2. STORMWATER QUALITY TREATMENT UNIT SHALL MEET THE REQUIREMENTS
OF SPEC 33 41 00. THE UNIT SHALL OPERATE IN SUBMERGED CONDITION.
3. SEE UTILITY PROFILE DRAWINGS FOR ELEVATION INFORMATION.
4. ELECTRIC CONDUIT IS SHOWN FOR COORDINATION AND LOCATION ONLY.
FOR CONSTRUCTION SEE ELECTRIC DRAWINGS.
5. ALL TEES, BENDS, VALVES, FITTINGS AND PLUGS SHALL BE RESTRAINED.
6. PROVIDE CORE DRILL APPROXIMATELY 12" IN DIAMETER AND 3 FT. LONG
THROUGH WALL OF DRYDOCK.
7. CONTRACTOR SHALL CUT AND SLEEVE IN NEW TEE. SHOULD AN OUTAGE
NOT BE GRANTED THAN A TAPPING SLEEVE SHALL BE USED.
CU-101
AS NOTED
SPH CRJ JWS
CONCRETE
BULKHEAD
S I T
E
U
T I L I T
Y
P
L A
N
D E
M O
L I T
I O
N
D
R Y
D O
C K
NORTH
SCALE 1" = 30'
STORMWATER QUALITY
TREATMENT UNIT
N 3465041.01
E 12128797.45
SEE NOTE 2
6" VALVE
AND BOX
6" VALVE
AND BOX
6" VALVE
AND BOX
S
D
S
D
STORMWATER QUALITY
TREATMENT UNIT
N 3464924.88
E 12128751.32
SEE NOTE 2
0+00.00
6"x6" TEE
N 3465151.14
E 12128270.98
SEE NOTE 7
CB-106
N 3465068.30
E 12128424.45
FIRE HYDRANT D
N 3465014.48
E 12128481.69
2+53.56
6"x6" TEE
N 3465022.61
E 12128484.97
CB-104
N 3464950.83
E 12128718.29
FIRE HYDRANT E
N 3464938.58
E 12128669.77
4+57.18
6"x6" TEE
N 3464947.45
E 1212867.35
0+05.88
22.5° H.B.
N 3465149.11
E 12128276.49
0+02.73
° H.B.
N 3465216.14
E 12128299.05
0+57.26
° H.B.
N 3465215.16
E 12128353.57
1+21.69
° H.B.
N 3465201.46
E 12128416.53
6" TAPPING VALVE
AND BOX
6" TAPPING VALVE
AND BOX
D
D
1+11.27
22.5° H.B.
N 3465075.64
E 12128352.06
E
L E
C
C
O
N
D
U
I T
E
L E
C
C
O
N
D
U
I T
E
L E
C
C
O
N
D
U
I T
E
L E
C
C
O
N
D
U
I T
ELEC
CONDUIT
6" VALVE
AND BOX
6" VALVE
AND BOX
6" VALVE
AND BOX
C-501
B5
C-501
B5
C-501
B5
C-501
B5
C-501
B5
C-501
B2
C-501
B2
C-501
B2
C-501
B2
ELEC TRANSFORMER
EX. 6" WATER
S
D
CB-102
N 3465103.32
E 12128608.78
C-501
B2
S
D
CB-105
N 3465009.56
E 12128571.56
C-501
B2
S
D
SCALE IN FEET
30'15' 60'
1" = 30'
LIGHT POLE (TYP)
LIGHT POLE (TYP)
ELEC. CONDUIT
P
P
P
P
P
P
P
P
WATER LINE
PROFILE
C-204
B2
STORM DRAIN
PROFILE C-201
A1
WATER LINE
PROFILE
C-203
B2
STORM DRAIN
PROFILE C-201
A1
P
P
P
P
P
P
SD-101
N 34650555.83
E 12128760.30
C-501
B1
SD-102
N 3465114.47
E 12128613.22
C-501
B1
SD-103
N 3465173.09
E 12128466.07
C-501
B1
C-501
B1SD-104
N 3465057.16
E 12128420.00
C-501
B1SD-105
N 3464998.42
E 12128567.11
C-501
B1 SD-106
N 3464939.69
E 12128714.14
EX. UTILITY
TUNNEL
SEE NOTE 6
SEE NOTE 6
INLINE CHECK VALVE
INLINE CHECK VALVE
5+55.40
90° H.B.
N 3464910.75
E 12128765.32
D
6" VALVE
AND BOX
6" VALVE
AND BOX
18" SD P-4
WATER LINE
PROFILE
C-204
A5
12715714
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C A
D D
C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
C d
Y
O U
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L a y o u
O
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W e d n e s d a y
M a r p m
U
S E
R j a n a y a
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R I N
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H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
C-201
AS NOTED
SPH CRJ JWS
U T
I L I T
Y
P
R O
F I L E
S
S
H E
E
M O
L I T
I O
N
D
R Y
D O
C K
1" = 20' HORIZ.
SCALE IN FEET
20'10' 40'
CU-1011"=20' HORIZ. 1"=2' VERT.
1" = 2' VERT.
0 4'2'
SCALE IN FEET
CB-103
T/G 100.25
S T
O R
M W
A T
Q
A
L I T
Y
T R
E A
T M
E N
T
U
N I T
R
(P-2) 18" CL IV RCP SD @ 0.50%
(P-3)
18" CL IV RCP
SD @ 0.50%
(P-1) 18" CL IV RCP SD @ 0.50%
INV
96.27
INV
94.43
INV
94.33
INV
94.13
FINISHED GRADE
CONCRETE BULKHEAD
SEE STRUCTURAL DWGS
FOR DETAILS
1. REFER TO SHT CU-101 FOR CORRESPONDING UTILITY PLANS.
2. ALL RCP STORM DRAIN PIPE SHALL HAVE O-RING JOINTS.
EX. GROUND
BOTTOM OF DRYDOCK 6
70 70
C-501
B2
TOP OF BULKHEAD
ELEV = 103.00
BOTTOM OF BULKHEAD
ELEV = 73.75
MEAN HIGH WATER (MHW) = 96.18
MEAN LOW WATER (MLW) = 93.43
SOUTHERN BRANCH
ELIZABETH RIVER
CB-102
T/G 100.25
C-501
B2
CB-101
T/G 100.25
C-501
B2
INV
94.03
INV
93.83
(P-4)
18" CL IV RCP
SD @ 0.50%
P
I P
E
L A
T E
R A
L
P
I P
E
L A
T E
R A
L
10-YEAR HGL
ELEC. CONDUIT
INV
96.21
INV
96.11
SD-103
RIM 100.49
C-501
B1
SD-102
RIM 100.49
C-501
B1
INV
95.32
INV
95.22
INV
95.38
SD-101
RIM 100.49
C-501
B1
INV
94.49
(P-11)
18" CL IV RCP
SD @ 0.50%
(P-10)
18" CL IV RCP
SD @ 0.50%
(P-9)
18" CL IV RCP
SD @ 0.50%
INLINE
CHECK
VALVE
12715716
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D e s i g n
C o n t r a c t
C A
D D
C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
C d
Y
O U
T
N
A M
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L a y o u
O
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W e d n e s d a y
M a r p m
U
S E
R j a n a y a
N A
V A
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F
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I E
S
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N G
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E E
R I N
G
C
O M
M A
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T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
C-202
AS NOTED
SPH CRJ JWS
U T
I L I T
Y
P
R O
F I L E
S
S
H E
E
M O
L I T
I O
N
D
R Y
D O
C K
1" = 20' HORIZ.
SCALE IN FEET
20'10' 40'
CU-1011"=20' HORIZ. 1"=2' VERT.
1" = 2' VERT.
0 4'2'
SCALE IN FEET
CB-106
T/G 100.25
S T
O R
M W
A T
Q
A
L I T
Y
T R
E A
T M
E N
T
U
N I T
R
(P-6) 18" CL IV RCP SD @ 0.50%
(P-7)
18" CL IV RCP
SD @ 0.50%
(P-5) 18" CL IV RCP SD @ 0.50%
INV
96.27
INV
94.43
INV
94.33
INV
94.13
FINISHED GRADE
CONCRETE BULKHEAD
SEE STRUCTURAL DWGS
FOR DETAILS
1. REFER TO SHT CU-101 FOR CORRESPONDING UTILITY PLANS.
2. ALL RCP STORM DRAIN PIPE SHALL HAVE O-RING JOINTS.
EX. GROUND
BOTTOM OF DRYDOCK 7
70 70
C-501
B2
TOP OF BULKHEAD
ELEV = 103.00
BOTTOM OF BULKHEAD
ELEV = 73.75
MEAN HIGH WATER (MHW) = 96.18
MEAN LOW WATER (MLW) = 93.43
SOUTHERN BRANCH
ELIZABETH RIVER
CB-105
T/G 100.25
C-501
B2
CB-104
T/G 100.25
C-501
B2
INV
94.03
INV
93.83
(P-8)
18" CL IV RCP
SD @ 0.50%
P
I P
E
L A
T E
R A
L
P
I P
E
L A
T E
R A
L
10-YEAR HGL
ELEC. CONDUIT
INV
96.21
INV
96.11
SD-104
RIM 100.49
C-501
B1
SD-105
RIM 100.49
C-501
B1
INV
95.32
INV
95.22
INV
95.38
SD-106
RIM 100.49
C-501
B1
INV
94.49
(P-14)
18" CL IV RCP
SD @ 0.50%
(P-13)
18" CL IV RCP
SD @ 0.50%
(P-12)
18" CL IV RCP
SD @ 0.50%
INLINE
CHECK
VALVE
12715717
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C A
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C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
C d
Y
O U
T
N
A M
E
L a y o u
O
T T
E D
W e d n e s d a y
M a r p m
U
S E
R j a n a y a
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
L
A N
T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
C-203
AS NOTED
SPH CRJ JWS
U T
I L I T
Y
P
R O
F I L E
S
S
H E
E
M O
L I T
I O
N
D
R Y
D O
C K
CU-1011"=30' HORIZ. 1"=3' VERT.
FINISHED GRADE
FIRE
HYDRANT
FINISHED
GRADE
CU-1011"=30' HORIZ. 1"=3' VERT.
FINISHED
GRADE
FINISHED
GRADE
CU-1011"=30' HORIZ. 1"=3' VERT.
CU-1011"=30' HORIZ. 1"=3' VERT.
EX. DRYDOCK WALL
FIRE
HYDRANT
FIRE
HYDRANT
1. CONTRACTOR SHALL ADJUST VERTICAL PROFILE AS NEEDED WITH
VERTICAL BENDS FOR CROSSING EXISTING UTILITIES.
2. MINIMUM COVER OVER WATERLINES IS 3 FEET.
3. MINIMUM SEPARATION BETWEEN WATERLINES AND OTHER UTILITIES
IS 1.5 FEET.
4. REFER TO SHT CU-101 FOR CORRESPONDING UTILITY PLAN.
12" DIAMATER CORE DRILL
THRU DRYDOCK WALL
EX. DRYDOCK BOTTOM
E
X
W
A T
E R x
T
A P
P I N
G
S
L E
E V
E
H B
V
A L V
E
B
O X
C
O M
P R
E S
S E
D
A
I R
S
A
T
E R x
D
H B
S T
E A
M
T
U N
N E
L
H B x
T
E E x
T
E E x
T
E E
EXIST
GROUND
C O
N C
R E
L K
H E
A D
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
V
A L V
E
B
O X
V
A L V
E
B
O X
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
x
T
E E
M
A
N
E
F
W
V
A L V
E
B
O X
F
I R
E
H
Y D
R A
N T
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
x
T
E E
M
A
N
E
F
W
V
A L V
E
B
O X
F
I R
E
H
Y D
R A
N T x
T
E E
M
A
N
E
F
W
F
I R
E
H
Y D
R A
N T
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
EX. DRYDOCK
WALL
EXIST
DRYDOCK
WALL
EXIST
DRYDOCK
WALL
C-501
A2
C-501
B5
C-501
B5
C-501
B5
E L E
C
C
O N
D U
I T
ELEV = 102.83
BOTTOM OF BULKHEAD
ELEV = 73.75
MEAN HIGH WATER (MHW) = 96.18
MEAN LOW WATER (MLW) = 93.43
SOUTHERN BRANCH
ELIZABETH RIVER
TOP OF BULKHEAD
1" = 30' HORIZ.
1" = 3' VERT.
0 6'3'
SCALE IN FEET
SCALE IN FEET
30' 60'
12715718
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C A
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C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
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D
C d
Y
O U
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L a y o u
O
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E D
W e d n e s d a y
M a r p m
U
S E
R j a n a y a
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
L
A N
T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
C-204
AS NOTED
SPH CRJ JWS
U T
I L I T
Y
P
R O
F I L E
S
S
H E
E
M O
L I T
I O
N
D
R Y
D O
C K
1" = 30' HORIZ.
CU-1011"=30' HORIZ. 1"=3' VERT.
1" = 3' VERT.
0 6'3'
SCALE IN FEET
EX. GROUND
FIRE
HYDRANT
CU-1011"=30' HORIZ. 1"=3' VERT.
FINISHED
GRADE
CU-1011"=30' HORIZ 1"=3' VERT.
EX. DRYDOCK WALL
FIRE
HYDRANT
SCALE IN FEET
30' 60'
12" DIAMETER CORE DRILL
THRU DRYDOCK WALL
EX. DRYDOCK BOTTOM
EX. DRYDOCK WALL
EX. DRYDOCK WALL
FINISHED GRADE
FINISHED GRADE
E
X
W
A T
E R x
T
A P
P I N
G
S
L E
E V
E
C
O M
P R
E S
S E
D
A
I R
V
A L V
E
B
O X
H B
U E
D
S
A N
S
A
T
E R
E
L E
C
C
O N
D U
I T
E L E
C
C
O N
D U
I T
S T
E A
M
T
U N
N E
L
H B x
T
E E
V
A L V
E
B
O X x
T
E E
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
x
T
E E
M
A
N
E
F
W
V
A L V
E
B
O X
F
I R
E
H
Y D
R A
N T
F
I R
E
H
Y D
R A
N T
X
T
E E
W
A T
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
C-501
A2
C-501
B5
C-501
B5
C O
N C
R E
L K
H E
A D
TOP OF BULKHEAD
ELEV = 102.83
BOTTOM OF BULKHEAD
ELEV = 73.75
MEAN HIGH WATER (MHW) = 96.18
MEAN LOW WATER (MLW) = 93.43
SOUTHERN BRANCH
ELIZABETH RIVER
1. CONTRACTOR SHALL ADJUST VERTICAL PROFILE AS NEEDED WITH
VERTICAL BENDS FOR CROSSING EXISTING UTILITIES.
2. MINIMUM COVER OVER WATERLINES IS 3 FEET.
3. MINIMUM SEPARATION BETWEEN WATERLINES AND OTHER UTILITIES
IS 1.5 FEET.
4. REFER TO SHT CU-101 FOR CORRESPONDING UTILITY PLAN.
H B
V
A L V
E
B
O X
CU-1011"=30' HORIZ 1"=3' VERT.
H B
D R
Y D
O C
K
EX. DRYDOCK
WALL
EX. GROUND
FINISHED
GRADE
x
T
E E
D R
Y D
O C
K
V A
L V
E
B
O X
DRYDOCK 6DRYDOCK 7
DUCTILE IRON PIPE
RESTRAIN ALL JOINTS
12" DIAMETER CORE DRILL
THRU DRYDOCK WALLC-501
A2
12715719
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C
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A N
T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
C-501
AS NOTED
SPH CRJ DPS
PLAN
4'-0" 12"12"
#6 @ 12" E.W.T.B.
*INLET STEPS
AT 1'-4" O.C.
#6@ 12" E.W.E.F.
6"
PLAN
SQUARE FOOTING MAY
BE USED IF DESIRED
5'-0" DIA.
M
I N
D E
P T
H
O
F
B
U R
Y
STRUCTURE
LOCATION POINT
V A
R I E
S
V A
R I E
S
FRAME AND GRATE SEE
PROFILES FOR ELEV
FINISHED GRADE
#6
#5 @12" E.W.
2"x4" KEY (TYP)
3" CLEAR (TYP)
2'-0"
SEE PLANS FOR
PIPE ARRANGEMENTS
MANHOLE STEPS
SLOPE 1" PER 12"
MODIFY OPEN GUTTER
TO SUIT PIPE LOCATIONS
BENCH
GUTTER
BENCH
FINISHED GRADE
FRAME AND GRATING
1" GROUT
8" BRICK OR CONCRETE
(WALLS TO BE 12" THICK
FOR PORTION BELOW
12'-0" DEPTH)
MANHOLE STEPS AT
1'-4" OC MAX
ROUNDED ENTRANCE
BRICK OR CONCRETE
CROWN OF INLET AND OUTLET
PIPES TO BE SAME ELEVATION
TOP OF BENCH AT CROWN
OF PIPES
CONCRETE FOOTING
1" CEMENT MORTAR
FINISH IN OPEN GUTTER
M I N
4"
INVERT ELEVATION OF MANHOLE
IS INVERT ELEVATION OF OUTLET
#4 @ 12" EW
3" MIN CLEAR
FLOW
FLOW
SECTION
1'-6" 1'-6"
CONC BLOCK
CAST IN PLACE
GRAVEL OR CRUSHED
ROCK DRAIN POCKET
THOROUGHLY COMPACTED
COMPACTED OR
UNDISTURBED
GROUND
LEAVE HYDRANT
DRAIN OPEN
5 1/4" PUMPER
CONNECTION
FACING FIRE LANE
2 - 2
" HOSE
OUTLET
FINISHED GRADE
PROVIDE 6" GATE VALVE
WITH CI ROADWAY VALVE
BOX FOR EACH HYDRANT
CONNECTION
STANDARD ROADWAY
VALVE BOX
1'-6" x 1'-6" x 4" THICK
CONCRETE PAD (4000 PSI)
PAVEMENT
FINISHED GRADE
RETAINER GLANDS
C
L E
A R
BACKFILL SHALL BE IN
ACCORDANCE WITH
SPECIFICATIONS
BEDDING MATERIAL SHALL
BE IN ACCORDANCE
WITH SPECIFICATIONS
B
O
D
W = 2A+OD
OD"A" "A"
D
NON-PLASTIC PIPE
6" TO 16"
18"
8"
10"
9"
9"
PIPE DIA.
"D"
MAXIMUM
"A"
MINIMUM
"B"
PLAN
SECTION
1'-6" 1'-6"
CONCRETE
BLOCKING
CRUSHED ROCK
OR GRAVEL DRAIN
TOP OFSLAB
4'-0"
SQUARE
12"
SEE PROFILES
FOR ELEV.
SECTION
SEE UTILITY PLANS FOR
PIPE SIZES AND
ARRANGEMENTS
U T
I L I T
Y
D
E T
A I L S
D R
Y D
O C
K
CU-101, C-201, C-202NOT TO SCALE
CU-101, C-201, C-202NOT TO SCALE C-104, C-105, C-201, C-202, C-203, C-204NOT TO SCALE CU-101, C-203, C-204NOT TO SCALE
C-105, C-203, C-204NOT TO SCALE
TRAFFIC FLANGE
C-203, C-204NOT TO SCALE
C O
I L L
I T
P I P
E
D
I A
" PREMOLDED
EXPANSION JOINT
MATERIAL
FILL VOID COMPLETELY
WITH NON-SHRINKING GROUT
PROVIDE HALF BENCH
INVERT CHANNEL WITH
MINIMUM SLOPE OF
" PER FOOT
*INLET STEPS SHALL BE LOCATED SO THAT THEY ARE NOT ABOVE PIPES.
EPOXY PAINT THE VALVE BOX
COVER (LID) IN THE COLOR WHITE
GUARD POST
BOLLARD
C-504
D1
12715721
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C A
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C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
C d
Y
O U
T
N
A M
E
L a y o u
O
T T
E D
W e d n e s d a y
M a r p m
U
S E
R j a n a y a
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
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A N
T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
I A
1'-0" MIN
TRENCH WIDTH
EXIST ASPHALT CONC
SAW CUT FULL
DEPTH TYP
COMPACTED BACKFILL
TACK COAT TYP.
1'-0" MIN
NOTE:
1. TRENCH REPAIR DETAILS ARE NOT APPLICABLE WHERE UTILITIES ARE
UNDER NEW CONCRETE AND BITUMINOUS PAVED AREAS UNLESS CUT.
2. MATCH EXISTING ADJACENT PAVEMENT THICKNESSES. WHERE EXISTING
PAVEMENT IS LESS THAN MINIMUM INDICATED, PROVIDE MINIMUM
PAVEMENT SECTION.
B
I T
U M
I N
O U
S
C
O N
C R
E T
E
V
D O
T
T
Y P
E
S
M
R
F A
X
B
I T
U M
I N
O U
S
C
O N
C R
E T
E
V
D O
T
T
Y P
E
B
M
B
A S
E
M
I X
TACK COAT
S U
B B
A S
E
B I T
U M
I N
O U
S
P A
V E
M E
N T
DENSE GRADED AGGREGATE
(VDOT SIZE 21A)
CONTROLLED STRUCTURAL FILL
COMPACT TOP 12" TO 100% (ASTM D698)
C-502
AS NOTED
SPH CRJ JWS
P A
V I N
G
D
E T
A I L S
D E
M O
L I T
I O
N
D
R Y
D O
C K
C-100NOT TO SCALE C-100NOT TO SCALE
COMPACTED
EXIST SUBGRADE
EXIST REINFORCED
CONCRETE BASE
MATCH GRADE TYP
MIN 2" ASPHALT CONC
(VDOT TYPE SM-12.5A SURFACE MIX)
SEE NOTE 2
MIN 8" CONC BASE W/ #5@12" OC EW
CENTERED. SEE NOTE 2
1-1/2" TYP
SAW CUT, DEMOLISH
AND REMOVE ALL EXIST
BITUMINOUS PVMT
TO EX. CONCRETE
TACK COAT TYP.
NOTE:
1. MATCH EXISTING BITUMINOUS PAVEMENT THICKNESS. WHERE EXISTING
PAVEMENT IS LESS THAN MINIMUM INDICATED, PROVIDE MINIMUM
PAVEMENT SECTION.
C-100NOT TO SCALE
EXIST CONCRETE
PAVEMENT
MATCH EX. GRADE TYP
MIN 2" ASPHALT CONC DEPTH
(VDOT TYPE SM-12.5A SURFACE MIX)
SEE NOTE 1
EX. BITUMINOUS PAVEMENT
TACK COAT TYP.
PRIME COAT
GEOTEXTILE
FABRIC
1"Ø X 16" SMOOTH DOWELS
@ 12" CTRS. PAINT OR
GREASE TO BREAK BOND.
DRILL & GROUT
DOWEL
6" MIN6" MIN
12715722
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C A
D D
C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
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D
C d
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O U
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L a y o u
O
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W e d n e s d a y
M a r p m
U
S E
R j a n a y a
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
L
A N
T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
C-503
AS NOTED
SPH CRJ JWS
S E
C T
I O
T
A I L S
D E
M O
L I T
I O
N
D
R Y
D O
C K
C-100NOT TO SCALE
EL 73.75
EL 95.75
EL 103.00
UTILITY
TRENCH
MOORING SLAB
EL 101.00 AT BULKHEAD
UTILITY TRENCH WALL
SEE NOTE 1
NOTES:
1. SLOPE VARIES SEE SHT CG-101
2. TOP 12" OF STRUCTURAL FILL SHALL BE COMPACTED
TO 100% MAX. DRY DENSITY (ASTM D698).
CONCRETE BULKHEAD
SEE STRUCTURAL DWGS
C-100NOT TO SCALE
EXISTING
DRYDOCK WALL
MATCH EXISTING
EL 101.00±
SEE NOTE 1
SUBBASE OVER CONTROLLED
STRUCTURAL FILL
CONTROLLED
STRUCTURAL FILL
C-100NOT TO SCALE
EXISTING
DRYDOCK WALL
MATCH EXISTING
EL 101.00±
SEE NOTE 1
SUBBASE OVER CONTROLLED
STRUCTURAL FILL
NOTES:
1. SLOPE VARIES SEE SHT CG-101
2. TOP 12" OF STRUCTURAL FILL SHALL BE COMPACTED
TO 100% MAX. DRY DENSITY (ASTM D698).
NOTES:
1. SLOPE VARIES SEE SHT C-220
2. TOP 12" OF STRUCTURAL FILL SHALL BE COMPACTED
TO 100% MAX. DRY DENSITY (ASTM D698).
TOP OF EXISTING
DRYDOCK
BITUMINOUS
PAVEMENT
BITUMINOUS
PAVEMENT
BITUMINOUS
PAVEMENT
C-502
C3
C-502
C3
C-502
C3
CONTINUE TOP PAVEMENT
COURSE OVER WALL
MILL TOP 2" OF EXISTING
DRYDOCK CONCRETE WALL
CONTINUE TOP PAVEMENT
COURSE OVER WALL
MILL TOP OF EXISTING
DRYDOCK CONCRETE WALL
CONTROLLED
STRUCTURAL FILL
CONTROLLED
STRUCTURAL FILL
SUBBASE OVER
CONTROLLED
STRUCTURAL FILL
RAIL
INSIDE OF RAIL OUTSIDE OF RAIL
NOT TO SCALE
BITUMINOUS
PAVEMENT
C-502
C3
2.75"
45°
2"
12715723
L
E
N
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E
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N S
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C n a l
D e s i g n
C o n t r a c t
C A
D D
C I V
I L
C o n s t r u c t i o n
D r a w i n g s F i n a l
D r a w i n g s D r y d o c k
P
D
R Y
D
C d
Y
O U
T
N
A M
E
L a y o u
O
T T
E D
W e d n e s d a y
M a r p m
U
S E
R j a n a y a
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
L
A N
T I C
H A
M P
T O
N
R
O A
T N
O R
F O
L K
V
I R
G I N
I A
PM
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
D E
P A
R T
M E
T
V
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
DRAWFORM REVISION: 10 MARCH 2009
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
John A. Moore, R.A.
568932
N O
R F
O L
K
N
A V
I P
Y A
R D
P O
R T
S M
O U
T H
V
I R
G I N
I A
12"
MIN
CONC FOOTING
2'-6" 2'-6"
FIRE HYDRANT
6" Ø SCHEDULE 40
GALVANIZED
STEEL PIPE FILLED
WITH CONC
SECTION
C-504
AS NOTED
SPH CRJ JWS
M I S
C E
L L A
N C
E O
T
A I L S
D E
M O
L I T
I O
N
D
R Y
D O
C K
NOTE:
(4) GUARDPOSTS REQUIRED FOR EACH HYDRANT.
C-100NOT TO SCALE
D
O M
E
F I N
I S
H E
D
S M
O O
T H
GRADE SURFACE
INSTALL VINYL COVER
SLEEVE OVER STEEL PIPE
COLOR YELLOW
6"Ø SCHEDULE 40
GALVANIZED
STEEL PIPE FILLED
WITH CONC
C-100NOT TO SCALE
4" 8" 3"
2"
END OF RAIL
2" THICK PLATE
TOP OF
EXISTING RAIL
T
Y P
" (TYP)
" (TYP)
PROFILE
D
C-504NOT TO SCALE
STEEL PLATE
TOP OF RAIL
M
I N
1" SAND
LEVELING
COURSE
TOP OF
DRAINAGE
BLANKET
1 1/2" STD GALV CAP
1 1/2" DIA STD GALV
STEEL PIPE
FINISH GRADE
EMBANKMENT FILL
3" DIA STD STEEL PIPE SLEEVE
1/2" x 36" DIA STEEL BASE PLATE
FILL SPACE BETWEEN
PIPES WITH GREASE
EMBANKMENT FILL
FILLET WELD
SMOOTH STRIPPED
BEARING AREA
IN-SITU CLAY LAYER
NOT TO SCALE
12715724
EX
IS
TI
N
G D
R Y
D O
C K
N O
. 6
EX
IS
TI
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D R
Y D
O C
K N
O . 7
C1 S-501
C3 S-501
BULKHEAD
WALL (TYP)
COUNTERFORT
WALL (TYP 8
PLCS)
#9 DOWEL WITH STD HOOK
@ 3'-0" OC, EW, 6 ROWS MIN
FROM ENTRY OF DRYDOCK.
EMBED 12" MIN INTO SOUND
CONC OF EXIST DRYDOCK
BASE SLAB W/ EPOXY
ADHESIVE (TYP)
30" CONC SLAB
TOC EL 73.75'
30" CONC SLAB
TOC EL 73.75'
CJ-7
CJ-7
A1
S-500
#9 DOWEL x 3'-0" LG @ 3'-0" OC, AT CTR OF SLAB.
EMBED 12" MIN INTO SOUND CONC OF EXIST
DRYDOCK WALLS W/ EPOXY ADHESIVE (TYP)
BERTH 17
BERTH 18
'-4
/8
2' -0
'-4
2' -0
'-4
2' -0
'-4
2' -0
6'
-0
/8
'-1
1/
2"
6' -0
/8
2'
-0
'-4
2' -0
'-4
2' -0
'-4
2' -0
2'-0"22'-0"
24'-0"
VA
R
IE
S
'-1
1/
8"
TY
P
3' -0
" M
AX
CHIP OUT EXISTING
CONC TO EL 71.25' AND
PROVIDE EPOXY
DOWELS AS INDICATED
(TYP)
EX
IS
TI
N
G D
R Y
D O
C K
N O
. 6
EX
IS
TI
N G
D R
Y D
O C
K N
O . 7
GRATING (TYP)
(SEE NOTE 1)
EXISTING TUNNELS
TO BE FILLED W/
SELF-CONSOLIDATING
CONCRETE
UTILITY TRENCHSLEEPER
(TYP 18 PLCS)
4" DIA PVC DRAIN PIPE AT
BASE OF TRENCH WALL (TYP)
CL CLEAT SLAB
12" THICK ISOLATION
PLUG SIMILAR TO
SECTION A4 ON SHT
D-605 (TYP)
A1 S-500
A1 S-501
C1 S-500
C1 S-500
'-2
/4
2'
-0
'-0
'-2
/4
2' -0
6' -1
1/
2"
SL
EE
PE
R S
S
PA
0' -0
'-0
6'
-1 0"
CL CLEAT SLAB
CL CLEAT SLAB
CL CLEAT SLAB
CL SLEEPER, SEE
DETAIL ON S-502
CL
SLEEPER
CL 4" DIA PVC DRAIN PIPE
'-6
/2
CL 4" PVC DRAIN PIPE
7' -2
- 4 " D
IA
P
VC
D
R
AI
N P
IP
E
S
SP
A
0'
-0
'-0
COUNTERFORT WALL
(TYP 8 PLCS)
8" END WALL
8" END WALL
CLEAT SLAB (SEE SHT
S-501 FOR DETAILS)
'-4
'-4
CL BOLLARD
SLAB
'-0
'-0
'-4
'-4
CL BOLLARD SLAB
CL BOLLARD SLAB
BOLLARD SLAB (SEE SHT
S-501 FOR DETAILS)
C1 S-502
C3 S-502
C1 S-504
A3 S-501
BERTH 17
BERTH 18
(TYP)
A3 S-502
CL CLEAT SLAB
'-3
/4
3'
-6
'-4
3'
-6
'-4
3'
-6
'-3
/4
NEW CONC
STAIR (TYP
3 PLCS)
SCALE IN FEET
0 8' 16' 32'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
1/16" = 1'-0"
S-102
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
B U
LK
H
E A
D P
LA
N
S
DS JRA
568932
1/16" = 1'-0" 12715729
PLAN
NORTH
SCALE: 1/16" = 1'-0"
BULKHEAD PLAN - EL 73.75'
PLAN
NORTH
SCALE: 1/16" = 1'-0"
BULKHEAD PLAN - EL 103.00'
BULKHEAD PLAN - EL 103.00' NOTES:
1. GRATING SHALL BE NAAMM TYPE W-19-4 (2 1/2"x1/4") HEAVY DUTY GALVANIZED STEEL GRATING.
PROVIDE SLIP RESISTANT TOP SURFACE AND BANDED EDGES.
2. PROVIDE TYPICAL NOSING AT TOP OF BULKHEAD WALL WATERSIDE EDGE FOR ABRASION
PROTECTION OF MOORING LINES.
3. BOLLARDS ARE A BID ALTERNATE OPTION.
A1 S-501
EL 84.00'
EL 71.25'
EL 73.75'
2' -6
'-3
'-0
5'
-0
2' -0
2' -0
CJ-7
6'-8 1/8" ± 9'-2" ±
41'-4 1/8"
7'-8" ± 34'-8 1/4" ± 7'-8" ± 9'-2" ± 6'-8 1/8" ±
41'-4 1/8"101'-0 1/4"
183'-8 1/2"
CL DRYDOCK NO. 7 CL DRYDOCK NO. 6
CJ-7
C J-
C J-
COUNTERFORT WALL
(BEYOND) (TYP 8 PLCS)
EXIST DRYDOCK STRUCTURES
EXIST TUNNEL
(BEYOND) TO BE
FILLED WITH CONC
6' -0
6'
-0
6' -0
3'
-6
13'-6 1/4"7 SP @ 8'-0" = 56'-0"44'-8"7 SP @ 8'-0" = 56'-0"13'-6 1/4"
CL 4" DIA
WEEP HOLE
CL 4" DIA
WEEP HOLE
CL 4" DIA
WEEP HOLE
CL 4" DIA
WEEP HOLE
CL 4" DIA
WEEP HOLE
A3 S-501
CJ-2
CJ-11
CJ-2
CJ-2
CJ-11 (TYP)
29'-4" 29'-4"
CL 18" DIA WALL PIPE
REINF PER CO-1
EL 94.58'
CL 18" DIA WALL PIPE
REINF PER CO-1
EL 94.58'
EXIST DRYDOCK
STRUCTURES
2'-0" 14'-4" 2'-0" 7'-2" 7'-2" 2'-0" 14'-4" 2'-0" 2'-0" 14'-4" 2'-0" 7'-2" 7'-2" 2'-0" 14'-4" 2'-0"
4" DIA PVC DRAIN PIPE
INVERT EL 98.00'
(SEE BULKHEAD PLAN
ON SHT S-102)
EL 98.00'
EL 96.00'
EL 105.00'
EL 103.00'
21'-2 3/ 8"
(14) #6 DOWELS x 3'-0" LONG @ 1'-6" OC
EMBED 12" MIN INTO SOUND CONC W/
EPOXY ADHESIVE AND STD 90° HOOK (TYP)
A4 S-500
TOP OF FNSH PAVEMENT
EL 101.00'
TOP OF TRENCH
4- #7 EQ SP
#6@12 EF
#7
E
F
LS
CJ-7
4- #7 EQ SP W/ 24" HK
(T
YP
#9
E
F
4- #9 DWL EQ SP
W/ STD HK
3'-6"5 SP @ 3'-0" = 15'-0"
#9 DWL@12 EF
W/ STD 90° HK
4- #9 EQ SP
2" C
C
EL 84.00'
EXIST DRYDOCK
STRUCTURE
UTILITY TRENCH
3" C
C
BOLLARD/CLEAT FDN
(SEE SHT S-503 FOR
DETAILS)
SEE TYPICAL BULKHEAD
REINFORCEMENT DETAIL
ON THIS SHT FOR REINF
W / 9
0° H
O O
K
#9 DWLS,
SEE S-102
1' -6
TYP
2" C
LR
2"
ADDITIONAL
#6@12 EF W/
STD HK 6'-0"
4" DIA PVC DRAIN PIPE
INVERT EL 98.00'
(SEE BULKHEAD PLAN
ON SHT S-102)
3" CC
EL 96.00'
EL 103.00'
EL 73.75'
EL 71.25'
LS
6L
S
2'-0"VARIES
2" CC
2' -0
(T
YP
3" C
C
REINF PER
SECTION A1
THIS SHT
#6@12 W/
STD HK
WALL REINFWALL REINF
34LS
CONC
BULKHEAD
WALL
COUNTERFORT WALL
ADDITIONAL
#6@12 EF W/
STD HK BELOW
EL 84.00'
6'-0"
5' -0
2'
-0
'-0
'-3
2' -6
10'-0"
(TYP)
3" CC
24'-0"
2'-0"3" C
C 3"
C C
EL 73.75'
EL 71.25'
EL 84.00'
LS
LS
#7@12 EF
#7@12 EF
#7@12 EF
#7@12 EF
CJ-11
CJ-7
CJ-2
#8 DWLS@12 EF
#8@12 EW,
T&B
#8@12 EW,
T&B
EXISTING
DRYDOCK
STRUCTURE
BULKHEAD
SLAB
BULKHEAD
WALL
COUNTERFORT
WALL (BEYOND)
UTILITY TRENCH
FINISHED
PAVEMENT
EL 101.00'
EL 96.00'
EL 98.00'
EL 103.00'
SCALE IN FEET
0 2' 4' 6'
SCALE IN FEET
0 4' 8' 12'
SCALE IN FEET
0 4' 8' 16'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
S-500
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
B U
LK
H
E A
D S
E C
TI
O
N S
A N
D D
E
TA
IL
DS JRA
568932
1/8" = 1'-0"
3/16" = 1'-0"
3/8" = 1'-0"
AS NOTED
12715730
SCALE: S-102 1/8" = 1'-0"
SECTION
C1
SCALE: S-102 3/16" = 1'-0"
SECTION
A1
SCALE: S-500 3/8" = 1'-0"
SECTION
A4
SCALE: 3/16" = 1'-0"
TYPICAL BULKHEAD REINFORCEMENT
DETAIL
EXIST DRYDOCK
STRUCTURE
CONC BULKHEAD
SLAB AT OUTER
SILL AREA
CONC
COUNTERFORT
WALL (TYP)
SYMM ABOUT CL OF DRYDOCK
EXIST GRANITE
BLOCKS
UTILITY TRENCH
8" CONC
END WALL
DOWELS (SEE BULKHEAD
PLAN ON SHT S-102 FOR
SIZE AND SPACING)
A4 S-501
EL 103.00'
EL 98.00'
EL 96.00'
EL 73.75'
EL 71.25'
EXIST DRYDOCK
STRUCTURE
CONC BULKHEAD
SLAB
CONC
COUNTERFORT
WALL (TYP)
SYMM ABOUT CL
OF DRYDOCK
(EXCEPT CONC STAIR)
UTILITY TRENCH
(BEYOND)
CONC STAIR
A4 S-502
EL 103.00'
EL 98.00'
EL 96.00'
EL 73.75'
EL 71.25'
EL 101.00'
7'-4" 1'-6" 6'-6" 2'-0" 22'-7 1/2"
'-3
'-3
'-0
7' -0
TOP OF TRENCH
EXISTING
DRAINAGE
TUNNEL
EXISTING
DRYDOCK
STRUCTURE
UTILITY TRENCH
1'-0" ±
3" C
C
2' -9
GALV STL
GRATING
#6@12 W/ STD HK
#6@12
CJ-2
CJ-11
SEE SECTION 3A ON
THIS SHT FOR REINF
24LS
NOTE 1
#6 DWLx 2'-6" LG
@12" EMBED 6" MIN
W/ EPOXY ADHESIVE
(TYP 3 SIDES)
NOTE 2
#6@12
#6@12 W/
STD HK
NOTE 3
CJ-2
CJ-7
A4
S-502 (SIM)
NOTE 4
EL 103.00'
EL 96.00'
EL 91.00'
EL 84.00'
EL 73.75'
EL 101.00'
TOP OF TRENCH
EL 84.00'
EXISTING
DRYDOCK
STRUCTURE
NOTE 1
GALV STL
GRATING
CJ-2
CJ-11
NOTE 2
#6@12
#6@12 W/
STD HK
NOTE 3
LS
#6@12 EF
#7@12 EF
#6 DWLS @ 12" EF EMBED 12" MIN
W/ EPOXY ADHESIVE (TYP)
'-0
'-3
5' -0
2'
-0
(TYP TRENCH)
10'-0"1'-0"
(TYP)
3" CC
CJ-2
BOLLARD OR CLEAT
FOUNDATION (BEYOND)
PER PLAN
EL 73.75'
EXISTING
DRYDOCK
STRUCTURE
CJ-7
NOTE 4
EL 101.00'
EL 103.00'
EL 96.00'
VARIES 1'-6" 6'-6" 2'-0"
5' -0
2'
-0
CLEAT FDN
BEYOND
#6@12 W/
STD HOOK
#6@12 (TYP)
#8@9 W/
STD HOOK
CT-2 (TYP)
NOTE 2
NOTE 3
SCALE IN FEET
0 2' 4' 6'
SCALE IN FEET
0 4' 8' 12'
SCALE IN FEET
0 4' 8' 16'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
S-501
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
B U
LK
H
E A
D S
E C
TI
O
N S
DS JRA
568932
1/8" = 1'-0"
3/16" = 1'-0"
3/8" = 1'-0"
AS NOTED
12715731
SCALE: S-102 1/8" = 1'-0"
SECTION
C1 SCALE: S-102 1/8" = 1'-0"
SECTION
C3
SCALE: S-102 3/16" = 1'-0"
SECTION
A1 SCALE: S-102 3/16" = 1'-0"
SECTION
A3S-500, SECTION A1 NOTES:
1. EXISTING POWER CAPSTAN PIT. FILL WITH CONCRETE.
2. #6 DOWEL x 3'-0" LONG @ 3'-0" OC AT CENTER OF SLAB. EMBED 12" MIN WITH EPOXY ADHESIVE (TYP).
3. #6 DOWEL @ 3'-0" EW WITH STANDARD HOOK. EMBED 12" MIN WITH EPOXY ADHESIVE (TYP).
4. 4 EQUALLY SPACED ROWS OF #6 DOWEL @ 3'-0" OC. EMBED 12" MIN WITH EPOXY ADHESIVE
AND STANDARD HOOK.
SECTION A3 NOTES:
1. SEE TYPICAL SECTION THRU UTILITY TRENCH ON SHT S-502 FOR TRENCH REINFORCEMENT.
2. #6 DOWEL x 3'-0" LONG @ 3'-0" OC AT CENTER OF SLAB. EMBED 12" MIN WITH EPOXY ADHESIVE (TYP).
3. #6 DOWEL @ 3'-0" EW WITH STANDARD HOOK. EMBED 12" MIN WITH EPOXY ADHESIVE (TYP).
4. 4 EQUALLY SPACED ROWS OF #6 DOWEL @ 3'-0" OC. EMBED 12" MIN WITH EPOXY ADHESIVE
AND STANDARD HOOK.
SCALE: S-501 3/8" = 1'-0"
SECTION
A4
SECTION A4 NOTES:
1. SEE TYPICAL SECTION THRU UTILITY TRENCH ON SHT S-502 FOR
REINFORCEMENT EXCEPT AS INDICATED.
2. #6 DOWEL x 3'-0" LONG @ 3'-0" OC AT CENTER OF SLAB. EMBED 12"
MIN WITH EPOXY ADHESIVE.
3. 4 EQUALLY SPACED ROWS OF #6 DOWEL @ 3'-0" OC EMBED 12" MIN
WITH EPOXY ADHESIVE AND STANDARD HOOK.
5' -0
2'
-0
2'-0"6'-6"1'-6"
10'-0"
CJ-2
CJ-11SEE TYPICAL SECTION
THRU UTILITY TRENCH
ON THIS SHT FOR REINF
COUNTERFORT WALL
LS
SEE TYPICAL BULKHEAD
REINFORCEMENT DETAIL
ON SHT S-500 FOR REINF
BOLLARD FOUNDATION
SEE SECTION C3 ON SHT
S-503 FOR TYP REINF
2' -0
CJ-11
UTILITY TRENCH
BOLLARD
CJ-2
CJ-11
EL 105.00'
EL 103.00'
EL 98.00'
EL 96.00'
5' -0
2'
-0
2'-0"6'-6"1'-6"
10'-0"
2' -0
CJ-2
CJ-11SEE TYPICAL SECTION
THRU UTILITY TRENCH
ON THIS SHT FOR REINF
COUNTERFORT WALL
LS
SEE TYPICAL BULKHEAD
REINFORCEMENT DETAIL
ON SHT S-500 FOR REINF
CLEAT FOUNDATION
SEE SECTION B3 ON SHT
S-503 FOR TYP REINF
CJ-11
UTILITY TRENCH
CLEAT
CJ-2
CJ-11
EL 105.00'
EL 103.00'
EL 98.00'
EL 96.00'
5' -0
2'
-0
2'-0"6'-6"1'-6"
10'-0"
#9@12
#6@12
TOP OF TRENCH
EL 103.00'
SLEEPER
CE-4
#6@12
EW, EF
#6@12
EW, EF
(TYP)
3" CC
#9@12 T&B
#6@12 T&B
(T
YP
3" C
C
GALV STL
GRATING
COUNTERFORT
WALL
LS
SEE TYPICAL BULKHEAD
REINFORCEMENT DETAIL
ON SHT S-500 FOR REINF
CJ-2CJ-2
CJ-11
EL 96.00'
1' -0
7"
1/ 2"
1/
2"
4'-8"
8" 1'
-2
1'-0"
1/2" DIA x 4" HEADED
STUDS SP AS SHOWN
2"3 SP @ 1'-0" = 3'-0"2" 8"8"
1/2" PL
CONT, GALV
#4@12 OC
2- #4 CONT
1/2" DIA x 4" HEADED
STUDS SP AS SHOWN
PLAN
SECTION
CLEAT FOUNDATION
(SEE SHT S-503
FOR DETAILS) EL 105.00'
EL 103.00'
GALV STL
GRATING
#6@12 EW
W/ 30LS
#6@12 EW
W/ 30LS
LS
8" CONC END WALL
SEE TYPICAL SECTION
THRU UTILITY TRENCH
THIS SHT FOR REINF
CJ-2
CJ-11
EL 98.00'
EL 96.00'
1'-6"
13" = 2'-2"
2 TREADS @
EQ
S
P
2' -0
R
IS
ER
S
1' -0
1" (TYP)
#5@12
UTILITY TRENCH
WALL
GRATING
EL 103.00'
#5@12
#5@8 W/ STD HK EA END (TYP)
2" CC
(TYP)
2" CC
(T
YP
2" C
C
#5 W/ STD HK
EA END (TYP)
PAVEMENT
(SEE CIVIL
SHEETS)
TOP OF FNSH
PAVEMENT
EL 101.00'
SCALE IN FEET
0 2' 4' 8'
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1/2' 1' 2'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
S-502
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
U
TI
LI
TY
T R
E N
C H
S E
C
TI
O N
S A
N D
D E
TA
IL
S
DS JRA
568932
1" = 1'-0"
3/4" = 1'-0"
1/4" = 1'-0"
AS NOTED
12715732
SCALE: S-102 1/4" = 1'-0"
SECTION
C1 SCALE: S-102 1/4" = 1'-0"
SECTION
C3
SCALE: 1/4" = 1'-0"
TYPICAL SECTION THRU UTILITY
TRENCH
SCALE: 1" = 1'-0"
TYPICAL SLEEPER DETAIL
SCALE: S-102 1/4" = 1'-0"
SECTION
A3 SCALE: S-501 3/4" = 1'-0"
SECTION
A4
(1 THUS, 1 OPP HAND)
4' -0
4'
-0
8' -0
TY
P)
(TYP)
3'-6"
10'-0"
2'-0"1'-6" 6'-6"
GALV STEEL
GRATING (TYP)
NOSING
NOSING
UTILITY
TRENCH
CL BOLLARD
CL BOLLARD
LA
ND
SI
DE
W
AT
ER
SI
DE
C3 S-503
C4 S-503
4" DEEP
RECESS
35 TON
BOLLARD
(TYP)
2"
1'-6" 6'-6" 2'-0"
2' -0
BOLLARD
FOUNDATION
UTILITY
TRENCH
6'-6" 3'-6"
NOTE 1
(TYP)
NOTE 2 (TYP)
NOTE 3
NOTE 5
(TYP)
#6@12#6@12
NOTE 4
(TYP)
#6@6
CL 35 TON BOLLARD
#9@12#9@12
NOSING
EL 103.00'
2' -0
1/
2"
4'-0"4'-0"
CL35 TON BOLLARD
BOLLARD
FOUNDATION
GALV STEEL
GRATING
(TYP)
#6@12
(TYP)
3'-6"
2'-0"6'-6"
GALV STEEL
GRATING (TYP)
NOSING
NOSING
UTILITY
TRENCH
CL CLEAT
CL CLEAT
LA
ND
SI
DE
W
AT
ER
SI
DE
2' -0
2'
-0
4' -0
(T
YP
B3 S-503
B4 S-503
2" (T
YP
3" DEEP RECESS
42" CLEAT
10'-0"
1'-6"
1'-6" 6'-6" 2'-0"
2' -0
CLEAT
FOUNDATION
UTILITY
TRENCH
6'-6" 3'-6"
CL 42" CLEAT
NOTE 1
(TYP)
NOTE 2 (TYP)
NOTE 3
#9@12#9@12
#6@12#6@12
#6@6
NOTE 4 NOTE 5
NOSING
EL 103.00'
CL 42" CLEAT
CLEAT
FOUNDATION
GALV STEEL
GRATING (TYP) 2'
-0
2'-0"2'-0"
1/
2"
10 1/2"10 1/2"
1/
4"
2 1/2"2 1/2"
2'-2"
1/
2"
1/ 2"
1' -2
/4
1 3/8" DIA HOLE
FOR 1 1/8" DIA
BOLT (TYP)
3'-6"
1/
2"
PLAN SIDE ELEVATION
1/
2" 1'
-2
1' -2
1/ 2"
3' -3
5 1/2" 1'-2" 1'-2" 5 1/2"
3'-3"
PLAN SIDE ELEVATION
2" DIA HOLE
FOR 1 3/4" DIA
BOLT (TYP)
2'-0"
6"
3' -8
/2
" 1' -9
1'
-7
/2
1/
2"
1/
2"
(TYP)
5"5" (T
YP
2"
6" (TYP)
3/4" (TYP)
3/16
TYP
3/8" DIA BAR @ 12"
(STAGGER EA BAR
BY 6")
CIP CONC CLEAT OR
BOLLARD FOUNDATION
NOSING CUT FROM 8"
DIA SCH 80 GALV STEEL
PIPE OR GALV 1/2"
BENT PL (HOT DIP GALV
AFTER FABRICATION)
W
AT
ER
SI
DE
3' -7
2'
-2
/2
2' -2
/2
1/
2"
1/ 2"
1'-8 1/2"3'-7"
7 1/2"7 1/2" 2'-4"
2' -4
W
AT
ER
SI
DE
1'-6" 2'-9"
9 1/4" 4 3/8"4 3/8"
4' -0
2' -6
9"
9"
/2
/2
1/
2"
1/ 2"
SCALE IN FEET
0 1/2' 1' 1 1/2'
SCALE IN FEET
0 1' 2' 4'
SCALE IN FEET
0 2' 4' 8'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
S-503
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
B O
LL
A
R D
/C
LE
A T
P
LA
N S
, S E
C
TI
O N
S , A
N D
D E
TA
IL
S
DS JRA
568932
1/4" = 1'-0"
1/2" = 1'-0"
1 1/2" = 1'-0"
AS NOTED
12715733
PLAN
NORTH
SCALE: 1/4" = 1'-0"
TYPICAL BOLLARD FOUNDATION PLAN
SCALE: S-503 1/2" = 1'-0"
SECTION
C3 SCALE: S-503 1/2" = 1'-0"
SECTION
C4
PLAN
NORTH
SCALE: 1/4" = 1'-0"
TYPICAL CLEAT FOUNDATION PLAN
SCALE: S-503 1/2" = 1'-0"
SECTION
B3 SCALE: S-503 1/2" = 1'-0"
SECTION
B4
SCALE: 1/2" = 1'-0"
42" CLEAT DETAILS
SCALE: 1/2" = 1'-0"
35 TON BOLLARD DETAILS
SCALE: 1 1/2" = 1'-0"
TYPICAL NOSING DETAIL
PLAN
NORTH
SCALE: 1/2" = 1'-0"
35 TON BOLLARD MOUNTING PLAN
PLAN
NORTH
SCALE: 1/2" = 1'-0"
CLEAT MOUNTING PLAN
SECTION C3 NOTES:
1. FILL FITTING BOLT POCKETS WITH NON-SHRINK GROUT (TYP ALL FITTINGS).
2. SECURE BOLLARDS WITH 1 3/4" DIA ASTM F1554, GRADE 105 THREADED ROD WITH HEAVY
HEX NUTS ASTM A563 GRADE DH AND HARDENED WASHER ASTM F436 (TOP).
3. SHIM FITTINGS 1" AND GROUT SPACE UNDER AND AROUND FITTINGS.
4. 2" ID PVC SLEEVE.
5. PROVIDE 3/4" THICK BY 8" SQUARE PLATE WASHER AT EACH BOLT, OR A SINGLE PLATE
3/4" THICK BY 3'-3" SQUARE AT EACH BOLLARD.
6. ALL BOLLARD HARDWARE SHALL BE GALVANIZED (HOT-DIPPED ZINC COATED) AFTER
FABRICATION.
SECTION B3 NOTES:
1. FILL FITTING BOLT POCKETS WITH NON-SHRINK GROUT (TYP ALL FITTINGS).
2. SECURE CLEATS WITH 1 1/8" DIA HEADED ANCHOR BOLTS.
3. SHIM FITTINGS 1" AND GROUT SPACE UNDER AND AROUND FITTINGS.
4. 1 1/2" DIA X-STRONG PIPE SLEEVE (TYP).
5. PROVIDE 3/4" THICK BY 6" SQUARE PLATE WASHER AT EACH BOLT, OR A
SINGLE PLATE 3/4" THICK BY 1'-2 1/4" BY 2'-2" AT EACH CLEAT.
6. ALL CLEAT HARDWARE SHALL BE GALVANIZED (HOT-DIPPED ZINC COATED)
AFTER FABRICATION.
CONTROLLED
STRUCTURAL
FILL
CONTROLLED
STRUCTURAL
FILL
EL 73.75'
EL 101.00'
EL 73.75
EL 101.00'
'-3
'-3
1' -1
/2
13 1/2" PAVEMENT
AND SUBBASE
1' -1
/2
13 1/2" PAVEMENT
AND SUBBASE
CONTROLLED
STRUCTURAL
FILL CONTROLLED
STRUCTURAL
FILL
EL 76.25' EL 75.00'
EL 101.00'
EL 72.00'
EL 101.00'
EL 75.00'
EL 72.00'
1' -0
'-9
'-9
1'
-0
1' -1
/2
13 1/2" PAVEMENT
AND SUBBASE
EL 73.25'
EL 72.25'
FLOWABLE FILL
DEPTH OF DRAINAGE
TRENCHES VARIES
DEPTH OF DRAINAGE
TRENCHES VARIES
EL 75.25'
1' -1
/2
13 1/2" PAVEMENT
AND SUBBASE
FLOWABLE FILL
SCALE IN FEET
0 4' 8' 16'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
1/8" = 1'-0"
S-504
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
D R
YD
O
C K
S E
C
TI
O N
S
DS JRA
568932
1/8" = 1'-0" 12715734
SCALE: S-102 1/8" = 1'-0"
SECTION
C1
DRY DOCK NO. 6DRY DOCK NO. 7
(LOOKING WEST)
DRY DOCK NO. 6DRY DOCK NO. 7
(LOOKING WEST)
SCALE: D-601 1/8" = 1'-0"
SECTION
A1
D-602
1' -6
1'
-6
1'-6"
4" 4"
CL 4" DIA WEEP HOLE
CONTROLLED
STRUCTURAL FILL
COMPACTED 3/4"
(POORLY GRADED)
CRUSHED ROCK
HIGH PERMEABILITY NON-WOVEN
TEXTILE FABRIC
SST WIRE MESH OR EXPANDED METAL
(9 GA OR THICKER) W/ 1/2" MIN OPENINGS
1/4"x1 1/2" SST PL FRAME W/ (4) 3/8" DIA
SST ADHESIVE CONC ANCHORS
EXTEND COMPACTED 3/4" CRUSHED ROCK
AND TEXTILE FABRIC CONTINUOUSLY IN
THE VERTICAL DIRECTION FROM THE
LOWEST WEEP HOLE TO 1'-6" ABOVE THE
UPPER WEEP HOLE
SCALE IN FEET
0 1/2' 1' 2'
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
PM JOHN A. MOORE, R.A.
BRANCH MANAGER
CHIEF ENG/ARCH
DATE
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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
H A
M P
TO
N
R O
A D
S
IP
T
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
N O
R
FO
LK
N
A V
A L
S H
IP
YA
R D
P O
R
TS
M O
U
TH
, V
IR
G
IN
IA
DRAWFORM REVISION: 10 MARCH 2009
N O
R
FO
LK
, V
IR
G
IN
IA
GRAPHIC SCALE
03/16/2016
1" = 1'-0"
S-505
D E
M O
LI
TI
O N
O F
D R
Y D
O C
K S
A
N D
D R
Y D
O C
K S
E C
TI
O
N S
A N
D D
E
TA
IL
S
JRA
568932
1" = 1'-0" 12715735
SCALE: 1" = 1'-0"
WEEP HOLE DETAIL
WEEP HOLE NOTE:
1. PROVIDE SST MESH ON RIVER AND LAND SIDE OF EACH WEEP HOLE.
2. ALL SST SHALL BE TYPE 316.
PROJECT
NORT…
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