dwg 7of11 structural 2of2 R9.pdf
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MHW
EL +0.85
MLW
EL -1.80
BOTTOM OF
PILE CAP
EL +2.08
TOP OF DECK
EL +9.00
2'-6"2'-6"
EL 5.10
25'-0" 25'-0" VARIES
2'-6"2'-6"
25'-0"
2'- 0"1'-
0"
2'- 7"2'-
7"
2'- 7"
2'- 0"
EL 7.04
EL 5.74
2'- 7"
2'- 0"
2'- 0"
EL 5.10
P/C CONC TRENCH
COVER, TYP
1'- 0"
TY
P
EL 2.08
EL 0.87
EL -0.44
EL -1.82
6 5 4 3
23'-4"
2" EXP. JT.
6'-0"
VAULT COVER
2'-6" 2'-6" 2'-6" 2'-6" 20'-1 7/8"
WATERTIGHT EXP JT
MATERIAL (3-SIDES)
1'-6"
10'-10"
9'- 6"
6'-10"
HP10x42
4'-
1/ 2"
GROUT-FILLED FIBERGLASS
PILE JACKET , TYP
36" Ø CONC FILLED
STEEL PIPE PILE, TYP
APPROXIMATE
MUDLINE
UTILITY VAULT
2'- 7"
2'- 0"
36"Ø STEEL ENCASED
DRILLED SHAFT
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.
DES DRW
S Y
M D
E S
C R
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TI
O N
D A
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P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
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N40085-20-R-0037
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ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
0 4' 8' 12' 3/16" = 1'
SCALE: 3/16" = 1'-0"
SECTION THRU UTILITY TRENCH @ RAMP
C1 S-108, S-111, S-114
NOTES :
1. FOR FENDER SYSTEM DETAILS, SEE DRAWINGS S-515 AND S-516.
2. FOR STRUCTURAL NOTES SEE DRAWINGS S-001 AND S-003.
3. FOR ELECTRICAL DUCTBANK LOCATIONS, SEE ELECTRICAL DRAWINGS.
TY
PI
CA
L
PI
ER
S
EC
TI
ON
S
S-303 12805672
AS NOTED
MCM WBT MEW
Chris Jobe
E D C B A
3'-6" 15'-0" 15'-0" 15'-0" 3'-6"
1'-0"
2'-0" 3'-0" 5'-10" 3'-0" 3'-0" 5'-0" 3'-0" 12'-0" 3'-0" 12'-0" 3'-0" 2'-0"
1'-0"
67'-0"
6'-
3'- 5"
12'-0" 1'-0"5'-0" 12'-0"1'-0"
1'- 0"
1'- 0"
15'-0"
10'-2"
TOP OF DECK
EL +9.00
36" Ø WATERTIGHT
MANHOLE FRAME
AND COVER, TYP
7'- 6"
5'-1" 2'-6" 3'-0" 4'-0"
EL -1.83
MHW
EL +0.85
MLW
EL -1.80
BOTTOM OF
PILE CAP
EL +2.08
P/C CONC
PLANK, TYP
2'-6"2'-6"
1'- 0"
EL +2.08
2'-6"2'-6"
36" Ø CONC FILLED
STEEL PIPE PILE, TYP
5'-10"
11'-0"
4'- 7"
WATERTIGHT EXP JT
MATERIAL (3-SIDES)
CIP CONC SLAB
EXP JT COVER
P/C CONC
PLANK, TYP
CIP CONC PILE
CAP, TYP
SLOPE
1/4" NEOPRENE
BEARING PAD, TYP
2" EXP JT
3'-10" 1'-0"
EL -1.83
2'-
1'-0"
1'- 0"
36" Ø WATERTIGHT
MANHOLE FRAME
AND COVER
2'-9"
MANHOLE DRAIN PER
S-510, TYP
MHW
EL +0.85
MLW
EL -1.80
BOTTOM OF
PILE CAP
EL +2.08
2'-6" 2'-6"2'-6"
5'-10"
11'-0" 9 8
WATERTIGHT EXP JT
MATERIAL (3-SIDES)
CIP CONC SLAB EXP JT COVER
CIP CONC PILE
CAP, TYP
2" EXP JT
CIP CONC SLABP/C CONC TRENCH
COVER, TYP
2'-6"
1'- 0"
1'- 0"
1'- 0"2'-
0" 1'-
7"
P/C CONC
PLANK
36" Ø WATERTIGHT
MANHOLE FRAME
AND COVER
2'-9"
MHW
EL +0.85
MLW
EL -1.80
BOTTOM OF
PILE CAP
EL +2.08
36" Ø CONC FILLED
STEEL PIPE PILE, TYP
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
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N40085-20-R-0037
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
0 2' 4' 6' 3/8" = 1'
SCALE: 1/4" = 1'-0"
SECTION THRU UTILITY TRENCHC1 S-107, S-110
SCALE: 3/8" = 1'-0"
SECTIONA1 S-108, S-111, S-114 SCALE: 3/8" = 1'-0"
SECTIONA3 S-108, S-111, S-114
4' 8'0 2' 1/4" = 1'
NOTES :
1. FOR STRUCTURAL NOTES SEE DRAWINGS S-001 AND S-003.
2. FOR ELECTRICAL DUCTBANK LOCATIONS, SEE ELECTRICAL DRAWINGS.
0 2' 4' 6' 3/8" = 1'
TY
PI
CA
L
PI
ER
S
EC
TI
ON
S
S-304 12805673
AS NOTED
12"x12" PLASTIC
TIMBER CHOCK
FIBERGLASS FENDER
PILE @ 10'-0" O.C.
EL 5.8'
CIP CONC PILE CAP @ 18' O.C.CONC EDGE
BEAM, SEE
36"Ø STEEL ENCASED
DRILLED SHAFT, TYP
EXIST. PZ27 STEEL SHEET PILE WALL
20'-0"
CONC CURB
2'-6"Ø DRILLED SHAFT, TYP
5'- 0"
TY
P
4'-3" 12'-4" 3'-5"
(SEE NOTE)
CIP CONC
DECK, SEE
EXIST. STEEL SHEET PILE
WALL CAP BEAM TO REMAIN
CONT. W18x97 WALE, SEE
APPROX. MUDLINE
APPROX. BEDROCK
A B
EL 0.00 NAVD88
EL -2.0'
D2 S-506
DETAIL, SEE
D1 S-506
A3 S-515
PILE ROW
DESIGNATION, TYP
B1 S-506
3"
B2 S-506
A4
S-516SEE
0 2' 4' 6' 3/8" = 1'
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
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NA
VA
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BM
AR
IN
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BA
SE
N
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L
ON
DO
N
GR
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ON
, C
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1565917
N40085-20-R-0037
V A
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FA
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C O
M M
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D
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 3/8" = 1'-0"
CRANE WEIGHT TEST AREA QUAYWALL SECTIONA1 S-119
NOTES :
1. FOR STRUCTURAL NOTES SEE DRAWINGS S-001 AND S-003.
2. CONTRACTOR TO VERIFY DISTANCE AND ALIGNMENT OF EXISTING
STEEL SHEET PILE WALL BEFORE INSTALLING STEEL ENCASED
DRILLED SHAFTS.
CR
AN
E W
EI
GH
T
TE
ST
A
RE
A
QU
AY
W
AL
L
SE
CT
IO
N (B
ID
O
PT
IO
N 5)
S-305 12805674
AS NOTED
8'-9"
TRENCH COVER
7'-6"
TRENCH COVER
7'-9"
TRENCH COVER
TYPE "I" TYPE "J" TYPE "K"
MECHANICAL VAULT COMMUNICATIONS VAULT ELECTRICAL VAULT
1'-6" 7'-0" 2'-0" 5'-6" 2'-0" 6'-0" 1'-6"
36"Ø STEEL ENCASED
DRILLED SHAFT, TYP
D C
3'-0" 19'-6" 3'-0"
25'-6"
5'-
CIP CONC PILE
CAP BEYOND
3'-6" EXISTING
QUAYWALL
MECHANICAL
COUPLER, TYP
TOP OF
DECK
EXIST. DECK REINF, TYP
#5 @ 12"
O.C., TYP
#6 @ 12"
O.C., TYP
#5 @ 12"
O.C., TYP
#6 @ 6"
O.C., TYP
1'-0"EXISTING
QUAYWALL
#5 @ 12" O.C., TYP, BOTH SIDES
NOTE:
FOR TRENCH COVER
DETAILS SEE SHEET
S-509
#5 U-BAR @
12" O.C., TYP#5 BAR, TYP
UTILITY TRENCH
ON PIER 32
MECHANICAL
VAULT
COMMUNICATION
VAULT
ELECTRICAL
VAULT
14'-0"
1'-6" 6'-0" 2'-0" 2'-6" 2'-0"
36"Ø WATERTIGHT
MANHOLE FRAME
AND COVER, TYP
25'-6"
1'-6"
5'-11"
5'-11"
6'-0"
5'-11"
M
C
E
7'-0" 2'-0"
5'-6" 2'-0"
6'-0" 1'-6"
2'-2"
2'-0"
2" EXP JT
27'-6"
25'-6" 1'-0"
1'-0"
9'-4" 1'-0"
A1 S-401
C4
S-40136"Ø STEEL ENCASED
DRILLED SHAFT, TYP
FACE OF EXISTING
QUAYWALL
A4 S-401
3'-0"
CL
P
IL
E, T
YP
19'-6" 3'-0"
EXP JT COVER
EXIST. JACKETED
H-PILE, TYP
3'-6"
EXISTING
QUAYW
ALL
EXISTING
QUAYW
ALL
1'-0"
ELEV. 5.10
ELEV. 5.10
2"
1'-6"
EXP. JT. COVER
2'-0"2'-0"
14'-0"
VA
RI
ES
2'- 1"
2'-10"
EXISTING STEEL
SHEET PILING
EXISTING STEEL
SHEET PILING
EXISTING BATTER
PILE
EXISTING
HP10x42
6'-0"
2-#5
4-#5
3-#7 T.& B.
#4 STIRRUPS @12"
#5@12" O.C.
#6@6"
#5@12" O.C.
#5@12" O.C.
#5@12"
M.L.W. -1.80
M.H.W. 0.85
1'- 0"
3'- 0"
T O
3'-
EL 5.10
23'-4"2" EXP. JT.
6'-0"
VAULT COVER
WATERTIGHT EXP JT
MATERIAL (3-SIDES)
36"Ø STEEL ENCASED
DRILLED SHAFT
1'-6"
10'-10"
9'- 6"6'-10"
4'-
1/ 2"
APPROXIMATE MUDLINE
UTILITY VAULT
PIER 32 CIP
CONC BENT CAP
1'- 0"
1'- 6"
1'-0"
2'-6"
EXISTING BATTER PILE
EXISTING STEEL SHEET PILING
EXISTING STEEL SHEET PILING
4"Ø DRAIN
1'- 0"
1'-
/2
4'-0"
#4 TIE @ 12" O.C., TYP
#5 @ 12" O.C., TOP & BOTTOM
#5 @ 12" O.C., TYP,
BOTH SIDES
1'-6"
TYP
3-#6
#4 TIE @ 12" O.C.
4-#6
#4 TIE @
12" O.C.
#5 @ 12" O.C., TOP & BOTTOM
#6 @ 6" O.C., TYP
#5 @ 12" O.C., TYP
CIP CONC PILE CAP
GROUT-FILLED
HDPE JACKET, SEE C1
S-502
#4 TIE @
12" O.C.
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
C
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IT
IE
S E
N G
IN
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IN
G
C O
M M
A N
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TL
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AM
PT
ON
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NA
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N
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FO
LK
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A
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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TM
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T O
F
TH
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A V
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A V
A L
FA
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P
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D : F rid ay
, J an ua ry
1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
0 2' 4' 6' 3/8" = 1'
SCALE: 3/8" = 1'-0"
SECTIONA1 S-401
SCALE: 3/8" = 1'-0"
SECTIONC4 S-401 0 2' 4' 6'
3/8" = 1'
SCALE: 1/4" = 1'-0"
PARTIAL PLANB1 S-114 4' 8'0 2'
1/4" = 1'
SCALE: 1/4" = 1'-0"
SECTIONA4 S-401 4' 8'0 2'
1/4" = 1'
UT
IL
IT
Y
VA
UL
T
PA
RT
IA
L
PL
AN
S-401 12805675
AS NOTED
12"x12" PLASTIC
TIMBER CHOCK, TYP
POST DEMOLITION
EDGE OF PIER 10
'-0
9'- 0"
9'- 0"
9'- 0"
EXISTING
PILE-SUPPORTED
WHARF
12"x12" PLASTIC
TIMBER WALE, TYP
FIBERGLASS
FENDER PILE, TYP
10"x10" O-BORE
RUBBER FENDER, TYP
C3 S-402
EXISTING FENDER
SYSTEM
1'- 6"
1'- 6"
FA
PDA TEST PILE
1/2" GALV
PLATE
1" Ø GALV ROD
12"x12" PLASTIC
TIMBER CHOCK
6"
1" Ø GALVANIZED BOLT
CENTERED ON WALE
12"x12" REINF.
PLASTIC
TIMBER WALE
10"x10" O-BORE
RUBBER FENDER
FIBERGLASS FENDER
PILE, SEE NOTE
1"Ø DRILLED EPOXY ANCHORED
W/ 6" EMBEDMENT, 2 PER FENDER
OVERSIZED
WASHER, TYP
TOP OF EXISTING
PILE-SUPPORTED WHARF
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
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- H
AM
PT
ON
R
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NA
VA
L
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N
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OR
FO
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, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
0 5' 10' 1" = 5'
PLAN
NORTH
SCALE: 1" = 5'
PIER 10 FENDER SYSTEM (BID OPTION 1)
S-101
0 1' 2' 1" = 1'
SCALE: 1" = 1'-0"
SECTIONC3 S-402
PI
ER
FE
ND
ER
S
YS
TE
M (B
ID
O
PT
IO
N 1)
S-402 12805676
AS NOTED
MCM WBT MEW
NOTE:
FOR FENDER PILE H-PILE
EXTENSION, SEE DETAIL A4
ON SHEET S-516.
'-2
C3 S-403
EXIST. QUAYWALL
3'- 1"
3'- 1"
'-0
'-0
'-0
3'- 1"
'-0
3'-
1"
'-0
'-0
W10x49, TYP
12"x12" FIBERGLASS REINFORCED
PLASTIC LUMBER CHOCK, TYP
EXISTING STL SHEETPILE
BULKHEAD
12"x12" FIBERGLASS REINFORCED
PLASTIC LUMBER WALE, TYP
FIBERGLASS
FENDER PILE, TYP
10"x10" O-BORE
RUBBER FENDER, TYP
12'-0"
14'-6"
'-2
EXISTING REINF. CONC CAP
EXISTING STL SHEET PILES
EXISTING BATTERED
STL PIPE PILE, TYP
EXISTING STL PIPE PILE, TYP
FA
W16x57
A2
S-403SEE
B3
S-403SEE
PDA TEST PILE
12'-0"
TOP OF EXIST. DECK
FIBERGLASS FENDER
PILE, SEE NOTE
W10x49
W16x57
FACE OF EXIST. BULKHEAD
MLW 0.0'
6"
EXIST. REINF CONC CAP
APPROX MUDLINE
1"Ø GALV ROD
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER CHOCK
1/2" GALV PLATE
1"Ø GALV BOLT
CENTERED ON WALE 10"x10" O-BORE
RUBBER FENDER
OVERSIZED
WASHER, TYP
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER WALE
A1 S-403
A3 S-403
2'-0"±
EXIST. REINF CONC CAP
EXIST. PAVEMENT
1'-0"
MIN EMBED
EXIST. STL SHEET PILE
1/2" STL PL
7/8"Ø EPOXY ANCHOR
BOLT, (2 TOTAL)
W10x49
CL
W
E
XI
ST
. C
AP
A5 S-403
1'-0"
3" 6"
1'- 0"
6" 6"
CL
A
NC
HO
R
1/2" PLATE
W10x49
7/8"Ø EPOXY
ANCHOR, TYP
CL ANCHOR, TYP
5/16
9"
2" 2"5"
1/2" PLATE
CL ANCHOR, TYP
1'- 6"
CL
A
NC
HO
R, T
YP
6"
6" 6"
W16x57
7/8"Ø EPOXY
ANCHOR, TYP
5/16
BOTTOM OF EXISTING
QUAYWALL STRUCTURE
EXISTING QUAYWALL
STRUCTURE
3'- 0"
6" 6"
CL
F
EN
DE
R
PI
LE
1/
2"
1/ 2"
CL
B
OL
T, T
YP
W10x49
3/4"Ø BOLT
10" O-BORE RUBBER FENDER
12" FIBERGLASS
REINFORCED PLASTIC
LUMBER CHOCK
W16x57
1"Ø GALV BOLT
CENTERED ON WALE, TYP
16"Ø FIBERGLASS
FENDER PILE
12" FIBERGLASS
REINFORCED PLASTIC
LUMBER WALE
1"Ø GALV BOLT
CENTERED ON W16, TYP
A3 S-403
3 1/2"
SEE NOTE
3" 3"
W10x49
3/4"Ø BOLT, TYP
W16x57
1/2" THK PLATE
10" O-BORE RUBBER FENDER
12" FIBERGLASS
REINFORCED PLASTIC
LUMBER CHOCK
1"Ø GALV BOLT
16"Ø FIBERGLASS
FENDER PILE 12" FIBERGLASS REINFORCED
PLASTIC LUMBER WALE
1"Ø GALV BOLT CENTERED ON W16
1"Ø GALV BOLT CENTERED ON WALE
OVERSIZED WASHER, TYP
ROUNDED WASHER CONFORMING
TO INSIDE FENDER SHAPE, TYP
D3
S-515SEE
5/16
5/16 3 SIDES
1'-0" MIN
EMBED, TYP
EXISTING QUAYWALL
STRUCTURE
1'-6"±
1'- 0"
1'-
6"
7/8"Ø EPOXY ANCHOR, TYP (4 TOTAL)
1/2" PLATE
W16x57
B5 S-403
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
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IL
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CI
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OR
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AM
PT
ON
R
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NA
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L
ST
AT
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N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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S
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S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
0 5' 10' 1" = 5'
PLAN
NORTH
SCALE: 1" = 5'
PIER 17 STUB PIER FENDER SYSTEM (BID OPTION 2)
S-101
NOTE:
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS
BEFORE ORDERING STEEL FRAMING.
SCALE: 1/2" = 1'-0"
PIER 17 FENDER SYSTEM SECTION
C3 S-403 2' 4'0 1'
1/2" = 1'
SCALE: 1 1/2" = 1'-0"
SECTION
A1 S-403 1' 2'0 6"
1 1/2" = 1'
SCALE: 1 1/2" = 1'-0"
DETAIL
A5 S-403
1' 2'0 6" 1 1/2" = 1'
SCALE: 1 1/2" = 1'-0"
DETAIL
B5 S-403
1' 2'0 6" 1 1/2" = 1'
SCALE: 1 1/2" = 1'-0"
DETAIL
A3 S-403
SCALE: 1 1/2" = 1'-0"
DETAIL
B3 S-403 1' 2'0 6"
1 1/2" = 1'
1' 2'0 6" 1 1/2" = 1'
NOTE:
CUT FLANGE FLUSH TO BEAM
WEB AND GRIND SMOOTH.
SCALE: 1 1/2" = 1'-0"
SECTION
A2 S-403
1' 2'0 6" 1 1/2" = 1'
PI
ER
ST
UB
P
IE
R
FE
ND
ER
S
YS
TE
M
(B
ID
O
PT
IO
N
2)
S-403 12805677
AS NOTED
MCM WBT MEW
NOTE:
FOR FENDER PILE H-PILE
EXTENSION, SEE DETAIL A4
ON SHEET S-516.
EXISTING QUAYWALL
B3 S-404
12"x12" FIBERGLASS
REINF. PLASTIC
LUMBERCHOCK, TYP
POST DEMOLITION
EDGE OF PIER 32
'-0
1'- 6"
9'- 0"
'-0
'-0
9'- 0"
1'- 6"
12"x12" FIBERGLASS
REINF. PLASTIC
LUMBER WALE
FIBERGLASS
FENDER PILE, TYP
10"x10" O-BORE
RUBBER FENDER, TYP
FA
PDA TEST PILE
MLW
EL 0.0
EXIST. PILE-SUPPORTED WHARF
TOP OF ROCK
EXIST. HP14 PILE
EXIST. PILE
EXIST. SHEETPILE
EXIST. W12
FIBERGLASS
FENDER PILE
1"Ø GALV ROD
12"x12" FIBERGLASS REINF.
PLASTIC LUMBER CHOCK
1"Ø GALV BOLT
CENTERED ON WALE
OVERSIZED
WASHER, TYP12"x12" FIBERGLASS REINF.
PLASTIC LUMBER WALE
1/2" GALV PLATE
10"x10" O-BORE
RUBBER FENDER
1"Ø DRILLED EPOXY ANCHORED
W/ 6" EMBEDMENT, 2 PER FENDER
APPROX MUDLINE
A4
S-516SEE
0 5' 10' 1" = 5'
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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S
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-4
P
LO
TT
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D : F rid ay
, J an ua ry
1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
PLAN
NORTH
SCALE: 1" = 5'
EXISTING PIER 32 FENDER SYSTEM
S-101 SCALE: 3/8" = 1'-0"
PIER 32 FENDER SECTIONB3 S-404 0 2' 4' 6'
3/8" = 1'
EX
IS
TI
NG
P
IE
R
F
EN
DE
R
SY
ST
EM
S-404 12805678
AS NOTED
CIP CONC TOPPING
SLAB & CLOSURE POUR
P/C CONC PLANK, TYP
ROUGHEN TOP OF CONC
PLUG TO 1/4" AMPLITUDE
36"Øx1/2" THK STAY-IN-PLACE
STEEL PIPE CASING,
COATED, SEE NOTE
#11 DRILLED SHAFT
REINFORCEMENT,
CONTINUOUS, TYP
GROUT FILLED
HDPE PILE
JACKET, SEE
EL -110.0
CLEAN OUT PILE & FILL w/ MARINE
CONCRETE TO ELEVATION SHOWN
REBAR TERMINATOR, TYP
MHW
EL +0.85
MLW
EL -1.80
MHW
EL 0.85
MLW
EL -1.80
5'-0"
3"
EM
BE
D
2'- 0"
M
IN
, T
YP
2'-6"Ø ROCK SOCKET
8'- 3"
6" M
IN
PE
NE
TR
AT
IO
N 4'-
9" M
IN
5'-0"
8'- 3"
'-0
C4 S-501
B4 S-501
A4 S-501
C4 S-501
PILE DRIVING SHOE, SEE
C1 S-502
GROUT FILLED
HDPE PILE
JACKET, SEE C1
S-502
TOP OF CONC DECK,
EL VARIES
8'- 4"
M
IN
L
AP
TY
P
PILE CUTOFF EL,
SEE SCHEDULES
PILE TIP EL,
SEE SCHEDULES
6"
APPROX EXIST. SLOPING
ROCK SURFACE
SEAT CASING
INTO ROCK
#11 ROCK SOCKET
BAR, TYP
CLEAN OUT PIPE CASING & FILL W/
MARINE CONCRETE, ENTIRE LENGTH
#4 TIE @ 1'-0"
O.C., TYP
CIP CONC PILE CAP
CIP CONC TOPPING
SLAB & CLOSURE POUR TOP OF CONC DECK,
EL VARIES
P/C CONC PLANK, TYP
ROUGHEN TOP OF CONC
PLUG TO 1/4" AMPLITUDE
REBAR TERMINATOR, TYP
3"
EM
BE
D
2'- 0"
M
IN
, T
YP
PILE CUTOFF EL,
SEE SCHEDULES
CIP CONC PILE CAP
36"Øx1/2" THK STAY-IN-PLACE
STEEL PIPE CASING,
COATED, SEE NOTE
#4 TIE @ 1'-0"
O.C., TYP
#11 PIPE PILE
REINFORCEMENT, TYP
APPROX EXIST.
ROCK SURFACE
PILE TIP EL,
SEE SCHEDULES
15-#11 BARS W/
TERMINATORS
EQUALLY SPACED
#4 TIE
1" MIN CLRTO TIE
MARINE
CONC FILL
36"Øx1/2" THK
STAY-IN-PLACE STEEL
CASING, COATED
2'-6" MIN
15-#11 BARS W/
TERMINATORS
EQUALLY SPACED
#4 TIE
1" MIN CLRTO TIE
MARINE
CONC FILL
36"Øx1/2" THK STEEL
PIPE PILE, COATED
2'-6" MIN
STEEL
PIPE PILE
OUTSIDE-FIT
HARDENED STEEL
DRIVING SHOE,
SEE NOTE
ATTACH DRIVING SHOE TO PIPE PILE PER
MANUFACTURER'S RECOMMENDATION.
NOTE:
MARINE CONC
ROCK SOCKET
#4 TIE @ 1'-0" O.C.
15-#11 ROCK SOCKET
BARS EQUALLY SPACED
2'-6"
ROCK SOCKET
2'-0"
MIN
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
FI
LE
N A
M E
: Q :\N
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IE
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-1
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-S
-5
P
LO
TT
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D : F rid ay
, J an ua ry
1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
NOTE :
FOR STEEL PIPE PILE CATHODIC PROTECTION SYSTEM, SEE E-530.
SCALE: 1/2" = 1'-0"
PIER 32 TYPICAL STEEL ENCASED DRILLED SHAFTA1 S-104, S-105 SCALE: 1/2" = 1'-0"
PIER 32 TYPICAL STEEL PIPE PILEA2 S-103, S-104, S-105
SCALE: NTS
PILE DRIVING SHOEA4 S-501
SCALE: 1" = 1'
SECTIONB4 S-501
SCALE: 1" = 1'
SECTIONC4 S-501
STEEL ENCASED
DRILLED SHAFT
STEEL PIPE PILE
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
0 1' 2' 1" = 1'
0 1' 2' 1" = 1'
PI
LE
D
ET
AI
LS
S
HE
ET
O F
S-501 12805679
AS NOTED
MCM WBT MEW
NOTE :
FOR STAY-IN-PLACE STEEL PIPE CASING
CATHODIC PROTECTION SYSTEM, SEE E-530.
8'- 0"
M
IN
SL
EE
VE
L
EN
GT
H
1" M
IN
H
AR
DE
NE
D
GR
OU
T
PL
UG MLW
TOP OF PILE/CASING
40"Ø x 1" THICK HDPE PILE SLEEVE, PROVIDE SPACERS @ 18" O.C. FOR
UNIFORM ANNULUS
PREPARE SURFACE OF PILE/CASING PER
GROUT MANUFACTURER'S INSTRUCTION
1" ANNULUS FILLED WITH APPROVED UNDERWATER HIGH
STRENGTH GROUT, PLACE GROUT USING PRESSURE
PUMP FROM BOTTOM OF THE SLEEVE VIA PUMPING
PORTS SPACED EVENLY TO ENSURE FULL COVERAGE
STL PIPE PILE OR
STAY-IN-PLACE
STL PIPE CASING
TOP OF SLEEVE = BOTTOM OF CAP
SEAL TOP AFTER GROUT
HAS FULLY CURED
SUPPORT & SEAL BOTTOM OF SLEEVE TO
WITHSTAND THE PRESSURES DEVELOPED
DURING PLACEMENT OF GROUT
B1 S-502
40"Øx1" THK HDPE SLEEVE
36"Ø STL PIPE PILE OR
STAY-IN-PLACE STL PIPE CASING
PILE R/F, TYPGROUT FILL @
ANNULUS, SEE NOTE
CIP CONC DECK
CIP CONC PILE CAP
CONCRETE FILL
(ENTIRE PILE)
MHW
EL +0.85
MLW
EL -1.80
4'-0"
3"
EM
BE
D
2'- 3"
M
IN
, T
YP
2'-6"Ø ROCK SOCKET
6" M
IN
PE
NE
TR
AT
IO
N 4'-
9" M
IN
C4 S-501
B4 S-501
8'- 4"
M
IN
L
AP
TY
P
EL +5.80±
REBAR TERMINATOR, TYP
ROUGHEN TOP OF CONC
PLUG TO 1/4" AMPLITUDE
PILE CUTOFF EL,
SEE SCHEDULES
#4 TIE @ 1'-0"
O.C., TYP
#11 DRILLED SHAFT
REINFORCEMENT,
CONTINUOUS, TYP
36"Øx1/2" THK STAY-IN-PLACE
STEEL PIPE CASING,
COATED, SEE NOTE
6"
APPROX EXIST. SLOPING
ROCK SURFACE
SEAT CASING
INTO ROCK
#11 ROCK SOCKET
BAR, TYP
PILE TIP EL,
SEE SCHEDULES
GROUT FILLED
HDPE PILE
JACKET, SEE
8'- 3"
C1 S-502
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
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FO
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 1/2" = 1'-0"
HDPE PILE JACKETC1 S-501, S-502
SCALE: 1" = 1'-0"
SECTIONB1 S-502
2' 4'0 1' 1/2" = 1'
0 1' 2' 1" = 1'
PI
LE
D
ET
AI
LS
S
HE
ET
O F
S-502 12805680
AS NOTED
MCM WBT MEW
SCALE: 1/2" = 1'-0"
CRANE WEIGHT TEST AREA QUAYWALL TYPICAL STEEL ENCASED DRILLED SHAFTA3 S-119 2' 4'0 1' 1/2" = 1'
NOTE :
FOR STAY-IN-PLACE STEEL PIPE CASING
CATHODIC PROTECTION SYSTEM, SEE E-530.
NOTE :
FOR INFORMATION ASSOCIATED WITH
GROUT FILL, REFER TO SPECIFICATION
SECTION 35 59 20 HDPE PIPE PILE SLEEVES.
1'- 6"
4'- 7"
VA
RI
ES
, 8
" M
IN
5'-0"
8" 8"
3"
6" C
LR
CO
VE
R
8'- 0"
36"Ø STEEL PIPE PILE OR STEEL
ENCASED DRILLED SHAFT
PILE JACKET
11 - #9
5 - #5 EA FACE
7-#9#6 @ 6"
O.C., TYP
#5 @ 6" O.C.
P/C CONC
PLANK, TYP
BOTTOM OF PILE CAP
EL +2.08 U.O.N.
2'-6" 2'-6"
MLW EL -1.80
MHW EL +0.85
VA
RI
ES
#5 U-BAR @ 12" O.C., TYP
1/4" THICK NEOPRENE
BEARING PAD, TYP
#4 SLAB TIES, TYP
NOTE: REBAR IS SKEWED AND WIDER IN
PILE CAP #1 TO ALLOW LAP WITH BEAMS
3" CLR
COVER
UON
8 - #9
1'- 6"
4'- 7"
VA
RI
ES
, 8
" M
IN 8"
6" C
LR
CO
VE
R
11 - #95 - #5 EA FACE
7-#9 #6 @ 6"
O.C., TYP
#5 @ 6" O.C.
P/C CONC PLANK, TYP
BOTTOM OF PILE CAP
EL +2.08 U.O.N.
#5 U-BAR @ 8 1/2" O.C.
5'-0"
8"
5" C
LR
1/
2" C/
C
#5 U-BAR @ 8 1/2"
#4 SLAB TIES, TYP
#5 @ 8 1/2"
D4 S-503
3" CLR
COVER
UON
8 - #9
1/4" THICK NEOPRENE
BEARING PAD, TYP
3'-6" 15'-0" 15'-0" 15'-0" 15'-0" 3'-6"
2'-0" 3'-0" 12'-0" 3'-0" 12'-0" 3'-0" 12'-0" 3'-0" 12'-0" 3'-0" 2'-0"
67'-0"
3'- 5"
BOTTOM OF PILE CAP
EL +2.08 U.O.N.
MHW EL +0.85
MLW EL -1.80
GROUT FILLED HDPE
PILE JACKET, TYP
36"Ø STEEL PIPE PILE
OR STEEL ENCASED
DRILLED SHAFT, TYP
CIP CONC PILE CAP
2'- 8" 1'-
6"
VA
RI
ES
" M
IN
5"
MAX
#5'U'@12" #5'U'@12" #5'U'@12" #5'U'@12"#5 U-BAR
@ 12" O.C.
#5 U-BAR
@ 12" O.C.
11 - #9
7-#9
5 - #5 EA FACE
EL VARIES, SEE S-118
DRAINAGE PLAN
2-#5 U-BAR @ 12" O.C. 2-#5 U-BAR
@ 12" O.C.
#5 @ 12" O.C.
#5 @ 12"O.C.
FENDER SYSTEM
(SEE DECK PLANS
FOR LOCATIONS)
E D C B A
P/C CONC
PLANK, TYP
8 1/2" 8 1/2"
#5 U-BAR @
12" O.C.
#5 U-BAR @
12" O.C.
#5 U-BAR @ 8 1/2" O.C.
11-#9
6" C
LR
7-#9
4- #5
9 8
2'-6"
EL +9.00
EL +2.08
SLOPE
5'-10"
11'-0"
4'- 7"
EXP JT COVER
PILE CAP, TYP
2" EXP JT2'-6"4'-3" TO ENDS OF
5 ADD'L. #9
8 - #9 PLUS
1 - #9 ADD'L
3 - #5
4-#9 ADD'L.
5" MAX #5 @ 6" O.C.
AND 12" O.C.
4 - #5
EA FACE
#5 U-BAR, TYP
8 - #9
P/C CONC
PLANK, TYP
3" CLR
COVER
UON
6" C
LR
CO
VE
R
1'- 6"
4'- 7"
VA
RI
ES
1'- 4"
M
IN
3'-0"
8" 8"
8 - #9
4 - #5 EA FACE
3-#5
P/C CONC PLANK, TYP
BOTTOM OF BEAM
EL +2.08 U.O.N.
1'-6" 1'-6"
MHW EL +0.85
VA
RI
ES
#5 U-BAR @ 12" O.C., TYP
8 - #9
4 - #9 ADD'L.
1-#9 ADD'L.
#5 U-BAR @
6" O.C., TYP
3" CLR
COVER
UON
6" C
LR
CO
VE
R
1/4" THICK NEOPRENE
BEARING PAD, TYP
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
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IL
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S E
N G
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E
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M M
A N
D
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BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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TM
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T O
F
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A V
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A V
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S E
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
NOTE :
ROUGHEN SURFACE OF ALL HORIZONTAL
CONSTRUCTION JOINTS TO 1/4" FULL AMPLITUDE.
0 2' 4' 6' 3/8" = 1'
4' 8'0 2' 1/4" = 1'
SCALE: 1/4" = 1'-0"
PILE CAP ELEVATIONS AT BENTS 19-24A1
SCALE: 3/8" = 1'-0"
CANTILEVERED BEAM ELEVATIONB3
SCALE: 1/2" = 1'-0"
CANTILEVERED BEAM SECTIONB4
SCALE: 1/2" = 1'-0"
TYPICAL PILE CAP SECTIONC1
SCALE: 1/2" = 1'-0"
TYPICAL PILE CAP AT DUCTBANKD3
SCALE: 1/2" = 1'-0"
SECTIOND4 S-503, S-512
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
PI
LE
C
AP
S
EC
TI
ON
A
ND
E
LE
VA
TI
ON
S
S-503 12805681
AS NOTED
MCM WBT MEW
NOTE :
QUANTITY AND SIZE OF DUCTS SHOWN FOR
ILLUSTRATIVE PURPOSES ONLY. SEE ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
3'-6" 15'-0" 15'-0" 15'-0" 15'-0" 3'-6"
2'-0" 3'-0" 12'-3' 2'-6" 12'-3" 3'-0" 12'-0" 3'-0" 12'-0" 3'-0" 2'-0"
67'-0" 3'-
5" BOTTOM OF PILE CAP
EL +2.08 U.O.N.
MHW EL +0.85
MLW EL -1.80
GROUT FILLED HDPE
PILE JACKET, TYP36"Ø STEEL PIPE PILE
OR STEEL ENCASED
DRILLED SHAFT, TYP
CIP CONC PILE CAP
2'- 8" 1'-
6"
VA
RI
ES
8"
M
IN
5"
MAX
#5 U-BAR @ 12" O.C. #5 U-BAR @ 12" O.C. #5 U-BAR @ 12" O.C. #5 U-BAR @ 12" O.C.#5 U-BAR @ 12" O.C.
#5 U-BAR
@ 12" O.C.
13 - #9
7 - #9
5 - #5, EA
FACE
2-#5 U-BAR @ 12" O.C. 2-#5 U-BARS @ 12" O.C.11-#9
EL VARIES, SEE DRAINAGE
PLAN IN SHEET S-118
4 - #9
ADD'L.
#5@12"
#5 @ 12" O.C.
FENDER SYSTEM
(SEE DECK PLANS
FOR LOCATIONS)
ABCDE
A2 S-504
P/C CONC
PLANK, TYP
BOTTOM OF PILE CAP
EL +2.08 U.O.N.
1'- 0"
2'- 7"
2'- 0"
2'-6"
6" 6"
1/2"
1/ 2"
1'- 0"
2'-6"
P/C CONC TRENCH
COVER, TYP
1'- 0"
2'- 7"
4'-8" 5'-6"
P/C CONC TRENCH COVER, TYP
3'-5" 4'-3"1'-3" 1'-3"
#5 U-BAR @
10" O.C., TYP
CONSTR. JT.
2-#5 EA FACE
10-#9
11-#9
BOTTOM OF PILE CAP
EL +2.08 U.O.N.
4-#9 ADD'L
x 25'-10"
13-#9
7'-10" 7'-10"
13-#9
6-#9
10-#9
2-#9 ADD'L.
x 25'-10"
7'-10"7'-10"
7-#92-#9 ADD'L
x 25'-10"
5-#9 EQ SPACED
#5@10"
#5@10"
#5 U-BAR @
10" O.C., TYP 2'-
0" 2'-
4"
1-#5 EA FACE
5-#9
4-#9 ADD'L
x 25'-10"
2"Ø PVC PIPE
1"
6-#9
1-#5 EACH CORNER
AND HOOK IN AT
P/C CONC PLANK
#5 U-BAR @
12" O.C., TYP
E
A1 S-504
D C
5 - #5, EA FACE
5 - #5, EA FACE
2 - #5 U-BARS
@ 12" O.C.
#5 @ 12" O.C.
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
L
FA
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IL
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S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
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TL
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TI
C
CI
C
OR
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AM
PT
ON
R
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DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
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GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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TM
E N
T O
F
TH
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A V
Y N
A V
A L
FA
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P
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D : F rid ay
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1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
4' 8'0 2' 1/4" = 1'
NOTE :
ROUGHEN SURFACE OF ALL HORIZONTAL
CONSTRUCTION JOINTS TO 1/4" FULL
AMPLITUDE.
SCALE: 1/2" = 1'-0"
PILE CAP SECTION AT TRENCHESA1 S-504 SCALE: 1/2" = 1'-0"
PILE CAP AT TRENCHESA2 S-504
SCALE: 1/4" = 1'-0"
PILE CAP ELEVATION AT BENTS 3-18C1
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
PI
LE
C
AP
D
ET
AI
LS
S-504 12805682
AS NOTED
1'-
VA
RI
ES
8"
M
IN
4'- 7"
VA
RI
ES
#6 @ 6" O.C.
3-#6
8-#9
8-#9
4-#5 EA FACE
#5 U-BAR @ 12" O.C., TYP
8" 8"
3'-0"
P/C CONC PLANK
EL VARIES, SEE S-118
DRAINAGE PLAN
#5 U-BAR @
6" O.C., TYP
EL +2.08
#4 PLANK TIES, TYP
5" MAX #5 STIRRUPS @ 6"O.C. & 12" O.C. 5" MAX
2'-6" 2'-6"
25'-0"
2'-6" 2'-6"
3-#6
8-#94-#5 EA FACE
4'- 7"
1'- 6"
VA
RI
ES
8"
M
IN EL VARIES, SEE S-118
DRAINAGE PLAN
P/C CONC
PLANK, TYP
2'-4" 5'-0" 2'-4"
4'- 7"
6" 5'-0" 6"
1'- 0"
1'- 5"
3'- 6"
4#5 EA FACE
2-#5
4-#9
6-#9
4-#9
P/C CONC TRENCH
COVER
2-#5
4-#5 EA FACE
6-#9
#4 U-BAR @ 8" O.C.
#5 @ 8" O.C.
EL +2.08
1-#5
#5 @ 12" O.C., EW, T&B
#5 U-BAR @ 8" O.C.
#5 U-BAR @
8" O.C., TYP
#5 U-BAR @
8" O.C., TYP
1'- 0"
4'- 6"
3'-0"
EL +2.08
4-#9 ADD'L
8-#9
8-#9
2-#9 ADD'L
4-#5 EA FACE
#5 U-BAR @
8" O.C., TYP
10"
EL +9.00
EL +2.08
1'- 6"
1'-0" 2'-6"
1'- 5"
1'- 0"
3'- 6"
3'-0"
4-#9 ADD'L
8-#9
8-#9
2-#9 ADD'L
4-#5 EA FACE
#5 U-BAR @
8" O.C., TYP
3'- 5"
P/C CONC
TRENCH COVER
5-#5
#5 @ 12" O.C.
#5 @ 12" O.C., EW, EA FACE
FENDER SYSTEM
(AS INDICATED ON
DECK PLANS)
4'- 7"
6" 5'-0" 6"
1'- 5"
5'-0"
2-#5 STIRRUPS @ 8" O.C.
2'-4" 2'-4"
P/C CONC
TRENCH COVER
1'- 6"
EL +9.00
4'- 6"
EL +2.08
4-#9 ADD'L
8-#9
8-#9
2-#9 ADD'L
BOTTOM LAYER
4-#5 EA FACE
#5 U-BAR @
12" O.C., TYP
#5 U-BAR @ 12" O.C., TYP
1-#5, TYP
#5 @ 8"
O.C., TYP
A2 S-505
1'- 6"
VA
RI
ES
8"
M
IN
4'- 7"
VA
RI
ES
3-#6
8-#9
8-#9
4-#5 EA FACE
8" 6"
3'-0"
P/C CONC PLANK
#6 @ 6" O.C.
3-#6
8-#9
4-#5 EA FACE
6" 8"
3'-0"2'-6"3'-5" 4'-3"
1'- 0"
1'- 0"
6" 6"
EL VARIES, SEE S-118
DRAINAGE PLAN
5-#9
#5 U-BAR @
12" O.C., TYP
3-#9
4-#9
#5 U-BAR @
12" O.C., TYP
8-#9
#5 @ 8" O.C.
2-#5 2-#5
#5 @ 8" O.C.
4-#5 EA FACE
#5 U-BAR @
6" O.C., TYP
EL +2.08
4-#9
#4 PLANK
TIES, TYP
#5 @ 12" O.C., EW, T&B
#5 U-BAR @
6" O.C., TYP
#5 U-BAR @
6" O.C., TYP
#5 U-BAR @
12" O.C., TYP
P/C CONC TRENCH
COVER, TYP
4'- 6"
1'- 0"
3'-0"
EL +2.08
4-#9 ADD'L
8-#9
8-#9
2-#9 ADD'L
4-#5 EA FACE
#5 U-BAR @
8" O.C., TYP
6" 1'-
6"
VA
RI
ES TOP OF REBAR
P/C CONC PLANK,
SEE SHEET S-507
#6 @ 6" O.C.
EL +6.67
ROUGHEN TOP SURFACE OF P/C CONC
PLANK TO 1/4" FULL AMPLITUDE
3'- 5"
#6 @ 6" O.C.
3-#6
8-#9
8-#9
4-#5 EA FACE
#5 U-BAR @ 12" O.C., TYP
8"
3'-0"
P/C CONC PLANK
EL VARIES, SEE S-118
DRAINAGE PLAN
H.P. EL +9.00
EL +2.08
1'- 1"
3'- 6"
1'-0"
2'-0"
1'-
6" VA
RI
ES
" M
AX
SLOPE
#5 U-BAR @ 6" O.C., TYP
1" NON-SHRINK GROUT
2-#5 @ 12" O.C.
4-#5 @ 12" O.C. (CONTINUOUS
THROUGH PILE CAP)
#5 @ 12" O.C.
#4 PLANK
TIES, TYP
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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S
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
NOTES:
1. ROUGHEN SURFACE OF ALL HORIZONTAL
CONSTRUCTION JOINTS TO 1/4" FULL AMPLITUDE.
2. FOR SECTIONS A1, A2, A3 & A4 ADDITIONAL #9 BARS
SHALL EXTEND BETWEEN ADJACENT PILE CAPS.
NOTE :
ORIENT SLAB REINFORCING SUCH THAT LOWER BARS ON BOTTOM
MAT AND UPPER BARS ON TOP MAT SPAN BETWEEN BEAMS.
SCALE: 1/2" = 1'-0"
TYPICAL LATERAL TRENCH SECTIONA1 SCALE: 1/2" = 1'-0"
SECTIONA2 S-505 SCALE: 1/2" = 1'-0"
SECTION AT SUBSTATION PLATFORMA3 S-511 SCALE: 1/2" = 1'-0"
SECTION AT RAISED UTILITY TRENCHA4 S-302
4' 8'0 2' 1/4" = 1'
SCALE: 1/2" = 1'-0"
TYPICAL LONGITUDINAL TRENCH SECTIONB1 SCALE: 1/2" = 1'-0"
TYPICAL LATERAL TRENCH SECTIONB3
SCALE: 1/2" = 1'-0"
TYPICAL TOPPING SLAB SECTIONB5
SCALE: 1/2" = 1'-0"
TYPICAL BEAM SECTIONC1 SCALE: 1/4" = 1'-0"
TYPICAL BEAM ELEVATIONC2 SCALE: 1/2" = 1'-0"
TYPICAL EDGE BEAM SECTIONC4
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
2' 4'0 1' 1/2" = 1'
BE
AM
S
EC
TI
ON
S
AN
D
DE
TA
IL
S
S-505 12805683
AS NOTED
MCM WBT MEW
NOTE :
CONTRACTOR TO PROVIDE
6"Ø SCH 40 PVC PIPE SLEEVE
THROUGH BEAM FOR
COMPRESSED AIR PIPING.
FOR LOCATION, REFER TO
MECHANICAL DRAWINGS.
#5 U-BAR @ 6" O.C.
2'- 6"
1'- 0"
4'-6"
1'- 6"
TOP OF DECK
EL +5.804-#9
4-#9
#5 SIDE BAR, TYP
DECK REINFORCING, TYP
PERMITTED
CONSTRUCTION JOINT
2'-0"
6"
TYP
1'- 0"
TY
P
#4 BAR @ 6" O.C., TYP
1.5 1 5'-0"
EXISTING 18"Ø
GROUT PILE
2'-0" 2'-0"
8" M
IN
6"
2'-0"±
6"
1'- 0"
3'-
0"
EXISTING P/C
CONC PILE CAP
2'- 6"
1'- 6"
EXISTING P/C
CONC PLANK
EXISTING CIP
TOPPING SLAB
1/2" EXPANSION
JOINT, SEE
#6 BAR, EPOXY ANCHOR
INTO EXISTING CONC
PILE CAP @ 12" O.C.
36"Ø STEEL ENCASED
DRILLED SHAFT, TYP
CONC PILE CAP, TYP
CIP CONC DECK, TYP
EL 5.8'
A3 S-550
EXISTING PILE
BENT DESIGNATION
PILE BENT
DESIGNATION, TYP
#8 BAR @ 6" O.C.,
TOP & BOTTOM, TYP
#6 BAR @ 6" O.C.,
TOP & BOTTOM, TYP
3.2 18'-0"
8-#9 BARS, TYP
8-#9 BARS, TYP
#5 SIDE BAR, TYP
2'- 0"
2'- 0"
1'- 0"
6"
1'- 0"
6"
6"
1'-0"
MIN
EMBED
1'-6" 1'-10"±
4'- 6"
CONC PILE CAP
REINF, TYP
EXIST. PAVEMENT
#7 BAR W/ STD 180° HOOK,
EPOXY ANCHOR INTO EXIST.
CONC PILE CAP, TYP (16 TOTAL)
EL 5.8'
CL
C
ON
C
PI
LE
C
AP
CONC PILE CAP
EXIST. CONC PILE CAP
EXIST. STEEL SHEET PILE
3'- 5"
SE
E
NO
TE
CL
D
RI
LL
ED
S
HA
FT
EXIST. PZ27 STEEL
SHEET PILE WALL
CONT. W18x97 WALE
5/16 5/16
CL DRILLED SHAFT & C12
L3x3x3/8 C12x30
36"Ø STEEL ENCASED
DRILLED SHAFT
CL
W
SHIM PLATE AS
NEEDED, TYP
3"Ø HOLE @
4'-0" O.C., TYP
FACE OF EXIST.
STEEL SHEET PILE
B3 S-506
EL -2.0'
CL W18
36"Ø STEEL ENCASED
DRILLED SHAFT
HDPE PILE JACKET
L3x3x3/8x12" LG C12x30 9"
7"
5/16 5/16
5/16 5/16
SHIM PLATE
AS NEEDED
W18x97 WALE
EXIST. PZ27 STEEL
SHEET PILE WALL
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
V A
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FA
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S E
N G
IN
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E R
IN
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C O
M M
A N
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NA
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L
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AT
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N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
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1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
NOTE :
PILE REBAR NOT SHOWN FOR CLARITY.
SCALE: 1/2" = 1'-0"
EDGE BEAM SECTIOND1 S-305, S-516 2' 4'0 1'
1/2" = 1'
CR
AN
E W
EI
GH
T
TE
ST
A
RE
A
DE
TA
IL
S
S-506 12805684
AS NOTED
MCM WBT MEW
SCALE: 1/2" = 1'-0"
SECTIOND2 S-119, S-305 2' 4'0 1'
1/2" = 1'
SCALE: 1/2" = 1'-0"
DETAILB1 S-305 2' 4'0 1'
1/2" = 1'
SCALE: 1/2" = 1'-0"
PARTIAL PLANB2 S-119, S-305 SCALE: 1/2" = 1'-0"
SECTIONB3 S-5062' 4'0 1'
1/2" = 1'
2' 4'0 1' 1/2" = 1'
NOTE :
CONTRACTOR TO VERIFY DISTANCES
AND ALIGNMENT OF EXISTING STEEL
SHEET PILE WALL BEFORE INSTALLING
STEEL ENCASED DRILLED SHAFTS.
NOTES:
1. FOR DIMENSIONS, SEE PRECAST CONCRETE PLANK SCHEDULE ON SHEET S-508.
2. FOR DETAILS OF CAST-IN-PLACE CONCRETE TOPPING SLAB, SEE .
3. FOR DRAIN SLEEVE LOCATIONS, SEE SHEETS S-109 THROUGH S-111.
#7 BAR W/ STD
90° HOOK, TYP
1/8"
PL
AN
K W
ID
TH
A (S
EE
S
CH
ED
UL
E)
1/8"
SHEAR KEY @ PLANK
EDGE, TYP
PLANK LENGTH VARIES
SEE SCHEDULE ON S-508
#4 SHEAR TIE @ 18" O.C., TYP
CL P/C CONC PLANK JOINT, TYP
B5 S-505
A1 S-507
B1 S-507
1'- 5"
PR
OJ
EC
TI
ON
TY
P
NOMINAL PLANK LENGTH B (SEE SHEDULE)
#5 BAR W/ STD 180°
HOOK @ 1'-0" O.C., TYP
DRAIN SLEEVE AS
INDICATED, SEE
NOTE 3 AND
1'-0"
TYP
A4 S-508
SHEAR KEY,
TYP, SEE
#4 SHEAR TIE @
8" O.C., TYP 1 1/2"
CLR, TYP
3"
CL
R
1/
2" M
IN
CL
R
T
OP
BO
TT
#4 BARS @ 12" O.C.
#4 U-BARS
@ 4" O.C., TYP
#8 BARS @ 6" O.C. W/
STD 90° HOOK, TYP
24"
A5 S-508
1'- 6"
6"
1'-0"
TYP
1'-0"
TYP
P/C CONC PLANK #7 BAR @ 6" 0.C., TYP
1'-0"
TYP
3'-0"
TYP
# BAR @ 1'-0" O.C., TYP
VARIES (SEE SCHEDULE)
1'-5"
EXT, TYP
3"
6" T
YP
SE
E
NO
TE
S
1. ADJUST #9 BAR EXTENSIONS AS REQUIRED AT TIE-DOWN VAULT AND STOWAGE PIN RECESS LOCATIONS.
2. THE CONTRACTOR SHALL ENSURE THAT 6" DIMENSION SHOWN IS MAINTAINED SO THAT THE TOPPING SLAB REINFORCEMENT IS PROPERLY LOCATED.
NOTES:TYP
ROUGHEN SURFACE TO 1/4" AMPLITUDE
1'- 6"
#4 SHEAR TIE @ 18" O.C., TYP
#7 BAR @ 6" O.C., TYP P/C CONC PLANK
#7 BAR @ 6" O.C. W/
STD 90° HOOK, TYP
P
LA
N K
#4 BARS @ 12" 0.C., TYP
VARIES (SEE SCHEDULE)
DRAIN SLEEVE AS
INDICATED, SEE A4
S-508
NOTES:
1. FOR DIMENSIONS, SEE PRECAST CONCRETE PLANK SCHEDULE ON SHEET S-508.
2. FOR DETAILS OF CAST-IN-PLACE CONCRETE TOPPING SLAB, SEE .
3. FOR DRAIN SLEEVE LOCATIONS, SEE SHEETS S-109 THROUGH S-111.
#7 BAR W/ STD
90° HOOK, TYP
1/8"
PL
AN
K W
ID
TH
A (S
EE
S
CH
ED
UL
E)
1/8"
SHEAR KEY @ PLANK
EDGE, TYP
PLANK LENGTH VARIES
SEE SCHEDULE ON S-508
#4 SHEAR TIE @ 18" O.C., TYP
CL P/C CONC PLANK JOINT, TYP
B5 S-505
A1 S-507
1'- 5"
PR
OJ
EC
TI
ON
TY
P
NOMINAL PLANK LENGTH B (SEE SHEDULE)
#5 BAR W/ STD 180°
HOOK @ 1'-0" O.C., TYP
DRAIN SLEEVE AS
INDICATED, SEE
NOTE 3 AND
1'-0"
TYP
NOMINAL PLANK LENGTH C (SEE SHEDULE)
B1 S-507
A4 S-508
NOTES:
1. FOR DIMENSIONS, SEE PRECAST CONCRETE PLANK SCHEDULE ON SHEET S-508.
2. FOR DETAILS OF CAST-IN-PLACE CONCRETE TOPPING SLAB, SEE .
3. FOR MANHOLE OPENING LOCATIONS, SEE SHEETS S-109 THROUGH S-111.
4. FOR ADDITIONAL REINFORCING AROUND OPENING, SEE SHEET S-551.
5. FOR DRAIN SLEEVE LOCATIONS, SEE SHEETS S-109 THROUGH S-111.
#7 BAR W/ STD
90° HOOK, TYP
1/8"
PL
AN
K W
ID
TH
A (S
EE
S
CH
ED
UL
E)
1/8"
SHEAR KEY @ PLANK
EDGE, TYP
PLANK LENGTH VARIES
SEE SCHEDULE ON S-508
#4 SHEAR TIE @ 18" O.C., TYP
CL P/C CONC PLANK JOINT, TYP
B5 S-505
A1 S-507
B1 S-507
1'- 5"
PR
OJ
EC
TI
ON
TY
P
NOMINAL PLANK LENGTH B (SEE SHEDULE)
#5 BAR W/ STD 180°
HOOK @ 1'-0" O.C., TYP
DRAIN SLEEVE AS
INDICATED, SEE NOTE 3 AND A4
S-508
1'-0"
TYP
36"Ø MANHOLE OPENING,
SEE NOTES 3 & 4
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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S
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G
IN
E E
R
IN
G C
O M
M A
N D
FI
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N A
M E
: Q :\N
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P
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TT
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D : F rid ay
, J an ua ry
1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 3/4" = 1'-0"
TYPE 1 PRECAST PLANKSC1 S-109, S-110, S-111
SCALE: 3/4" = 1'-0"
SECTIONB1 S-505, S-507
0 1' 2' 3' 3/4" = 1'
SCALE: 3/4" = 1'-0"
SECTIONA1 S-507
PR
EC
AS
T
CO
NC
RE
TE
P
LA
NK
D
ET
AI
LS
S
HE
ET
O
F
S-507 12805685
AS NOTED
MCM WBT MEW
SCALE: 3/4" = 1'-0"
TYPE 3 PRECAST PLANKSA3 S-111
SCALE: 3/4" = 1'-0"
TYPE 2 PRECAST PLANKSC3 S-109, S-110, S-111
A5 S-508
SHEAR KEY,
TYP, SEE
1 1/2"
7" 7"
3"1'- 6"
1'- 4"
10"Ø SCH 80 PVC SLEEVE
P/C CONC PANEL OR CIP
CLOSURE POUR
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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S
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IN
G C
O M
M A
N D
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N A
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, J an ua ry
1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: 3" = 1'-0"
PANEL SHEAR KEYA5 S-507, S-508
0 3" 6" 9" 12" 3" = 1'
TYPES 1 & 2 PRECAST CONCRETE PLANK SCHEDULE
PLANK
1A
MARK
1B
1G 1H
QUANTITY
PLANK
THICKNESS
1'-6"
2B 2C
1C 2 1D 1
1J 1K
2D 2E
1L 3
2A 4
1E 1 1F 12
1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6"
1'-6" 1'-6" 1'-6" 1'-6" 1'-6"
A (WIDTH) B (NOMINAL
LENGTH)
PR
EC
AS
T
CO
NC
RE
TE
P
LA
NK
D
ET
AI
LS
S
HE
ET
O
F
S-508 12805686
AS NOTED
MCM WBT MEW
TYPE 3 PRECAST CONCRETE PLANK SCHEDULE
PLANK
MARK
QUANTITY PLANK
THICKNESS
3C 3D
3A 1 3B 1
1'-6" 1'-6" 1'-6" 1'-6"
A (WIDTH) B (NOMINAL
LENGTH)
C (NOMINAL
LENGTH)
13'-4" 13'-4" 6'-4" 5'-7" 4'-9" 7'-2"
13'-4" 6'-4" 6'-4" 7'-2" 4'-4"
13'-4" 6'-4" 7'-2"
13'-4" 6'-4"
21'-4" 9'-0"
4'-0" 4'-0"
7'-2"
7'-2" 7'-2"
13'-4" 13'-4" 6'-4" 7'-2"
12'-5 3/4" 29'-5" 21'-4"
9'-11 1/4"
5'-3 5/8" 22'-2 3/4"
17'-11" 6'-1"
9'-0" 9'-0" 9'-0"
21'-4"
21'-4"
21'-4"
21'-4" 21'-4" 21'-4"
SCALE: NTS
DRAIN SLEEVEA4
NOTE :
FOR DRAIN DETAIL, SEE DETAIL D4 ON SHEET S-550.
1M 2 1'-6" 7'-2" 9'-0" 1N 2 1'-6" 7'-2" 4'-0"
Y
VARIES
X
9" TY
P
L COVERC
L COVERC
LIFTING EYE, SEE
DETAIL C4 THIS DWG
PLAN
1'- 0"
1/2" X
FLEXIBLE JOINT
SEALANT
PREMOLDED
EXPANSION
JOINT
6" 6"
MARK
X
DIMENSIONS
Y
5'-11" 9'-11"A
B
C
D
E
F
G
H
5'-11" 7'-0"
5'-2" 4'-11"
5'-2" 10'-5"
4'-4" 10'-5"
5'-2" 9'-11"
4'-4" 9'-11"
4'-4" 4'-11"
C12x20.7 GALV.
STEEL FRAME
L-6x4x3/8 GALV STEEL w/1/2"Øx4" LG WELDED
HEADED STUDS AT 12" O.C.
STAGGERED
C12x20.7 GALV
FRAME
WWF 4x4xW1.4xW1.4
T&B, GALV
MITER AND WELD
CORNER JOINTS
Y
VARIES VARIES VARIES
2" C
LR
TY
P
8"
TYP
NUMBER OF W6x25s *
* NO. OF W6x25 WILL VARY
IF THE TRENCH COVER CONTAINS
A MANHOLE COVER. 8" SPACING
OF W6x25 MUST BE MAINTAINED.
C12x20.7 GALV
STEEL FRAME
SECTION B-B
PROVIDE #5 BAR T&B
x5'-0" LONG AT CORNERS
L-3x3x1/4 GALV STEEL w/1/2"Øx4" LG WELDED
HEADED STUDS AT 12" O.C.
W6x25 GALV CENTERED IN SLAB. TACK WELD W6x25 TO C12x20.7 AT EACH END, TYP
W6x25 GALV
CENTERED IN SLAB
WWF 4x4xW1.4xW1.4
T&B, GALV
SECTION A-A
I
J
K
8'-2" 5'-11"
6'-5" 5'-11"
6'-11" 5'-11"
AA
B
B
1"
1"
BACKER BAR
FLEXIBLE JOINT
SEALANT
P/C CONC TRENCH
COVER, TYP
SECTION C-C
/1 6"
SIZE TO FIT HOIST RING
WHEN LAYING FLAT
9"
VARIES, CENTERED ON
SECOND W6 FROM EDGE
VARIES, CENTERED ON
SECOND W6 FROM EDGE
SECTION
C12x20.7 GALV
STEEL FRAME
C12x20.7
PIVOTING HOIST RING GALV
RATED FOR MIN 5000 POUNDS,
WELDED TO TOP OF W6x25
PIVOTING HOIST RING ORIENTED
TOWARDS CENTER POINT OF P/C
CONC TRENCH COVER
SAND FILL
MITER AND WELD
CORNER JOINTS
1" BITUMINOUS FILL
W6x25, TYP
W6x25, TYP
CC
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
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- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
FI
LE
N A
M E
: Q :\N
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am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
SCALE: NTS
PRECAST TRENCH COVER DETAILB1
SCALE: 1 1/2" = 1'-0"
LIFTING EYEC4 S-509
SCALE: 1 1/2" = 1'-0"
TRENCH COVER END JOINT DETAILA1
1' 2'0 6" 1 1/2" = 1'
1' 2'0 6" 1 1/2" = 1'
M
IS
CE
LL
AN
EO
US
S
EC
TI
ON
S
AN
D
DE
TA
IL
S
S-509 12805687
AS NOTED
7'-0"
VA
RI
ES
1'-0" 5'-0" 1'-0"
C BEAM
VA
RI
ES
3'-6"
EQ
EQ
#5 DOWEL WITH
COUPLER @ 24", TYP
SWELLABLE
WATERSTOP, TYP
ADDITIONAL REINFORCING
AROUND OPENING, SEE
DETAIL ON S-551
36"Ø WATERTIGHT HEAVY-DUTY
CAST IRON MANHOLE FRAME AND
COVER (SLAB TYPE)
LOWER PLAN
TOP PLAN
MANHOLE
DRAIN,SEE
C PILE CAP
L
L
C PILE CAPL
C BEAML
C3 S-510
C2 S-510
C2 S-510
C3 S-510
B2 S-510
1'-0"
1'- 0"
TOP OF MANHOLE
BOTTOM SLAB
6"Ø PVC PIPE
SLIP-ON RUBBER
DUCKBILL-TYPE
CHECK VALVE
INVERT OF PIPE
LEVEL WITH TOP
OF SLAB
3"
SWELLABLE WATERSTOP
ALL AROUND
4'- 1"
3'- 5"
1'- 0"
7'-0"
1'-0" 5'-0" 1'-0"
36"Ø WATERTIGHT HEAVY-DUTY
CAST IRON MANHOLE FRAME
AND COVER (SLAB TYPE)
3'-6"
7'- 6"
CIP CONC SLAB
P/C CONC PLANK
#5 @ 12" O.C., EW, T&B
#5 @ 12" O.C., EW, EA FACE
#5 DOWEL WITH
COUPLER @ 24", TYP
PILE CAP
SWELLABLE
WATERSTOP, TYP
C MANHOLEL
1'- 0"
EQ EQ
MANHOLE
DRAIN, SEE B2
S-510
EQ. EQ.
VARIES
1'-0" VARIES 1'-0"
7'- 6"
3'- 5"
1'- 0"
CIP CONC SLAB
P/C CONC PLANK
SWELLABLE
WATERSTOP, TYP#5 DOWEL WITH
COUPLER @ 24", TYP
#5 @ 12" O.C, EW, EA FACE BEAM
36"Ø WATERTIGHT HEAVY-DUTY
CAST IRON MANHOLE FRAME
AND COVER (SLAB TYPE)
C MANHOLEL
#5 @ 12" O.C., EW, T&B
EQ EQ
MANHOLE
DRAIN, SEE B2
S-510
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
FI
LE
N A
M E
: Q :\N
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-1
-S
-5
P
LO
TT
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D : F rid ay
, J an ua ry
1,
- 1
0:
am U
S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
NOTES:
1. SIMILAR REINFORCING FOR MANHOLES AT EXPANSION JOINT, SEE
DWG. S-304 FOR GEOMETRY.
2. COORDINATE WITH DWG. E-301 FOR ELECTRICAL REQUIREMENTS IN
MANHOLES.
3. PROVIDE SWELLABLE WATERSTOPS AT ALL CONSTRUCTION JOINTS.
MANHOLE COVER LETTERING
(SEE PLAN FOR LOCATIONS AND SIZES)
MANHOLE COVER LETTERING SHALL READ "ELECTRICAL"
MANHOLE COVER LETTERING SHALL READ "MECHANICAL"
MANHOLE COVER LETTERING SHALL READ "COMMUNICATIONS"
E
M
C
SCALE: 1 1/2" = 1'-0"
TYPICAL MANHOLE DRAINB2 S-510
SCALE: 1/4" = 1'-0"
TYPICAL MANHOLEB1
SCALE: 3/8" = 1'-0"
SECTIONC2 S-510 SCALE: 3/8" = 1'-0"
SECTIONC3 S-510
4' 8'0 2' 1/4" = 1'
0 2' 4' 6' 3/8" = 1'
0 2' 4' 6' 3/8" = 1'
1' 2'0 6" 1 1/2" = 1'
M
AN
HO
LE
S
EC
TI
ON
S
AN
D
DE
TA
IL
S
S-510 12805688
AS NOTED
F
'-0
'-0
2'- 6"
'-0
4'- 0"
4-TREADS @ 11"
= 3'-8"
69'-0"
4-TREADS @ 11"
= 3'-8"
1'-0"
25'-0" 25'-0" 25'-0" 25'-0"
4'- 0"
SIDE MOUNTED
HANDRAIL, TYP, U.O.N.
L.P. EL +13.00
L.P. EL +13.00
L.P. EL +13.00
EL +13.13
SWITCHGEAR HOUSESLOPE
TOP MOUNTED
HANDRAIL
2-36"Ø WATERTIGHT, HEAVY
DUTY CAST IRON FRAME &
COVER (SLAB TYPE). LETTERING
SHALL READ "ELECTRIC".
SLOPE
SLOPE
L.P. EL
+13.00
2'- 6"
4" HIGH HOUSEKEEPING PAD
SIZE AND LOCATIONS TO
SUIT EQUIPMENT, TYP
3'-0" WIDE CONCRETE LANDING
& STEP SIZE AND LOCATION
TO SUIT DOORWAYS
2'-6" 6'-6"
8'-0" LG. REMOVABLE
HANDRAIL SECTION
3'- 0"
E
24 23 22 21 20
D
C
C4 S-511
A1 S-511
A5 S-512
15'-0" 15'-0"
2'-6" 21'-0" 6'-6"
2'-6"14'-0" (FLAT SURFACE)4'-6"
L.P. EL +13.00
H.P. EL +13.13
L.P. EL +13.00
H.P. EL +13.13
SWITCHGEAR HOUSE
B/SLAB
EL +11.83
EL +2.08
1'- 0"
#6 @ 8" O.C., T&B
#6 @ 8" O.C., T&B
#6 @ 8" O.C., EW, EA FACE#6 @ 8" O.C.,
EW, EA FACE
#6 @ 8" O.C., EW, EA FACE
#5 @ 12" O.C., EW, T&B
#5 DOWELS EA FACE @
2'-0" O.C. AT PILE CAPS
AND BEAMS
SLOPE SLOPE
1'-0"
1'-0"
1'-0"
7'-0"11'-0"
SIM.
A3 S-505
A3 S-505
E D C
DECK EL VARIES, SEE
S-118 DRAINAGE PLAN P/C CONC PLANK, TYP
H.P. EL +13.13
L.P. EL +13.00
L.P. EL +13.00
18'-0"
69'-0"
14'-6"32'-0" (FLAT SURFACE)22'-6"
4'-0"12'-0"4'-0"
B/SLAB
EL +11.83
SWITCHGEAR HOUSE
#5 @ 12" O.C., T&B
#6 @ 12" O.C., T&B
#5 @ 12" O.C., EW, EA FACE
#5 @ 12" O.C., EW, T&B
#5 @ 12" O.C., EW, EA FACE
25'-0"25'-0"
1'-0"
EL +2.08
H.P. EL +13.13
1'-0" 18'-6" 1'-0"
SLOPESLOPE
BOT/BEAM
EL +11.50, TYP
20'-0"1'-0"26'-6"
#5 @ 12" O.C., EW, EA FACE
#5 @ 12" O.C., EW, EA FACE
6"Ø SCH 40 PVC PIPE CONDUIT WITH
THREADED REMOVABLE PLUG AT
EACH END. PROVIDE SUPPORT TO
PIPE WITH NON-SHRINK GROUT AT
10'-0" MAX SPACING
9"
212223
B5 S-511
DECK EL VARIES, SEE
S-118 DRAINAGE PLAN
2-#5 T&B
#5 @ 12" O.C., T&B
#6 @ 12" O.C., T&B
#4 STIRRUPS @ 6" O.C.
1'- 2"
M
IN
6"
1'-0"
BOT/BEAM
EL +11.50
EQ 4'-0"
#6 @ 12" O.C., T&B
10'-6" 1'-0"
TYP
15'-0" B A
EL +13.00
DECK EL VARIES,
SEE S-118, DECK
DRAINAGE PLAN
DECENTRALIZED
COMPRESSED
AIR STATION
(BID OPTION 6)
#6 @ 8" O.C., EW, EA FACE
P/C CONC PLANK, TYP
EQ
B/SLAB EL +12.00
PLATFORM
WALL BEYOND
C5 S-511
#5 @ 12" O.C., T&B
2-#6 T&B
#6 @ 12" O.C., T&B
#5 @ 12" O.C., T&B
#4 STIRRUPS @ 6" O.C.
1'-
1/ 2"
M
IN
1'- 0"
1'-0"
BOT/BEAM
EL +11.00
2' 4'0 1' 1/2" = 1'
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
FI
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N A
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: Q :\N
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D : F rid ay
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S E
R : w ta fe l
SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
8'0 4' 16' 1/8" = 1'
NOTE :
PROVIDE SWELLABLE WATERSTOP AT ALL
CONSTRUCTION JOINTS IN SUBSTATION
PLATFORM WALLS AND SLABS.
SCALE: 1/8" = 1'-0"
OUTBOARD SUBSTATION PLATFORM PLANC1 S-112
SCALE: 1/4" = 1'-0"
SECTIONC4 S-511
SCALE: 1/2" = 1'-0"
SECTIONB5 S-511, S-512
SCALE: 1/4" = 1'-0"
SECTIONA1 S-511
4' 8'0 2' 1/4" = 1'
4' 8'0 2' 1/4" = 1'
OU
TB
OA
RD
S
UB
ST
AT
IO
N
PL
AT
FO
RM
S-511 12805689
AS NOTED
MCM WBT MEW
SCALE: 1/4" = 1'-0"
SECTIONA5 S-512 4' 8'0 2'
1/4" = 1'
2' 4'0 1' 1/2" = 1'
SCALE: 1/2" = 1'-0"
SECTIONC5 S-511
A5 S-511
H.P. EL +13.13H.P. EL +13.13
L.P. EL +13.00
L.P. EL +13.00
5'-6"
69'-0"
1'-0" 6'-0" 1'-0"
4'-0" 12'-0" 4'-0" 5'-0" 4'-0" 12'-0" 4'-0"
1'-0"
B/SLAB
EL +11.83
SWITCHGEAR HOUSE
#5 @ 12" O.C., T&B
#6 @ 12" O.C., T&B
#5 @ 12" O.C., EW, EA FACE
#5 @ 12" O.C., EW, EA FACE
#5 @ 12" O.C., EW, T&B
EL +2.08
EL -0.44
EL +0.87
45'-0" (FLAT SURFACE) 14'-0" 1'-0"
25'-0" 25'-0"
14'-6" 32'-0" 22'-6"
SLOPESLOPE
BOT/BEAM
EL +11.50, TYP
6"Ø SCH 40 PVC PIPE CONDUIT WITH
THREADED REMOVABLE PLUG AT EACH END.
PROVIDE SUPPORT TO PIPE WITH
NON-SHRINK GROUT AT 10'-0" MAX SPACING
#5 @ 12" O.C., EW, EA FACE
#5 @ 12" O.C., EW, T&B
B5 S-511
P/C CONC PLANK, TYP
25'-0"
24'-0"
DECENTRALIZED COMPRESSED
AIR STATION (BID OPTION 6)
7'-0" 1'-0"
1'-0"
21'-0"
2'-6"
11'-0"
15'-0"15'-0"
2'-6"6'-6"
14'-0" (FLAT SURFACE) 4'-6"
L.P. EL +13.00
H.P. EL +13.13
L.P. EL +13.00
H.P. EL +13.13
SWITCHGEAR HOUSE
B/SLAB
EL +11.83
EL VARIES
1'- 0"
#6 @ 8" O.C., T&B
#6 @ 8" O.C., T&B
#6 @ 8" O.C., EW, EA FACE
#6 @ 8" O.C., EW, EA FACE
#5 @ 12" O.C., EW, T&B
#5 DOWELS EA FACE @
2'-0" O.C. AT PILE CAPS
AND BEAMS
1'-0"
SLOPESLOPE
4x4 ELECTRICAL DUCT
BANK, SEE SIM
3'-0"
#6 @ 8" O.C., EW, EA FACE
D4 S-503
C B A
SIM
A3 S-505
A3 S-505
10 TREADS @ 11" = 9'-2"
R
IS
ER
S
1/
2"
'-5
/8
#5 @ 12" O.C., EW
ABRASIVE
NOSING
1-#5 PER
TREAD 8"
4 TREADS
@ 11" = 3'-8"
/8
RI
SE
RS
/4
2'-
3"
1-#5 PER TREAD
ABRASIVE
NOSING
#5 @ 12" O.C., EW
F
'-0
'-0
2'- 6"
'-0
25'-0" 25'-0" 25'-0"5'-6"
69'-0"
4'- 0"
4 TREADS
@ 11" = 3'-8"
10 TREADS
@ 11" = 9'-2"3'-
6"
9'-6"
4'- 0"
SIDE MOUNTED
HANDRAIL, TYP, U.O.N.
L.P. EL +13.00
L.P. EL +13.00
EL +13.13
SLOPESLOPE
SLOPE
4-36"Ø WATERTIGHT, HEAVY
DUTY CAST IRON FRAME &
COVER (SLAB TYPE). LETTERING
SHALL READ "ELECTRIC".
4'-0"
4" HIGH HOUSEKEEPING
PAD SIZE AND LOCATIONS
TO SUIT EQUIPMENT, TYP
3'-0" WIDE CONCRETE LANDING & STEP
SIZE AND LOCATION TO SUIT DOORWAYS
8'-0" LG REMOVABLE
HANDRAIL SECTION
3'- 0"
L.P. EL +13.00
TOP MOUNTED
HANDRAIL
SWITCHGEAR HOUSE
A
B
C
6 5 4 3
C4 S-512
A5 S-512
A1 S-512
B5 S-512
DECENTRALIZED
COMPRESSED AIR
STATION (BID OPTION 6)
A5 S-511
'-6
24'-0"
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.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
TH
IN
G P
IE
R
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L
ON
DO
N
GR
OT
ON
, C
T
1565917
N40085-20-R-0037
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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V
IR
GI
NI
A
EJA
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
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S
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,…
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