1588810-DWG-08of14 (CS1).pdf
PDF 14 MB Posted
- Solicitation number
- N4008520R0063
About this file
This solicitation is for design-build flood protection improvements at Naval Station Norfolk. The Navy seeks to construct a permanent flood wall and modify existing dry dock caissons and infrastructure to protect against flooding from the Elizabeth River. The flood wall will be cast-in-place reinforced concrete supported on soil treated with subsurface grout injection. Modifications include extending existing dry dock caisson gunwales and constructing new caisson seats for Dry Docks 1, 2, and 3. The solicitation also requires removing existing capstans and constructing new removable capstans on foundations. The Naval Facilities Engineering Command is the contracting agency. The anticipated award date is not provided.
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Text version
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60
X
XXXXXXXXXX
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60
EXISTING
GRADE
TOP OF WALL
EL = 106.0
TOP OF FOOTING
EL = 99.5
BOTTOM OF CUTOFF WALL
EL = 92.50
FENCING
EXISTING
GROUND
(E) GRANITE BLOCKS
DRY DOCK 1
CAISSONC3
SS502
FLOODGATE
FOUNDATION
BOTTOM OF
CUTOFF WALL
EL = 94.00
TOP OF FOOTING
EL = 99.50
BOTTOM OF CUTOFF
WALL EL = 94.00
FOOTING AND CUTOFF
WALL MUST EXTEND
TO GRANITE BLOCKS
27 12" STORM 27 4" FRESH WATER 27 8" SEWER 27 12" STORM
274" WATER
2710" SALTWATER
276" AIR
27 12" STORM
2715" STORM
4FG01 4FG02
(E) CRANE RAIL
GIRDERS
A1
SS401
DD1 NORTH SIDE
COPING LEVEL
BOTTOM OF
FOOTING
A1
SS402
DD1 SOUTH SIDE
COPING LEVEL
27 18" FOR FUTURE
PIPE, PLUG ENDS
TOP OF FENCE
FABRIC EL = 114.0
31 CATV
0+00
1+00
2+00
3+00
4+00
+0
C2
SC101
DRY DOCK 1
CAISSON
PI STA 2+86.67
PI STA 0+00.00
PI STA 3+27.38
PI STA 4+46.21
DRY DOCK 1
(E) CRANE RAIL
(E) GRANITE BLOCKS
(E) CRANE RAIL
GIRDERS
(E) GRANITE BLOCKS
(E) CRANE RAIL
4FG02
FLOOD WALL
FOOTING
4FG01
PI STA 3+53.81
PI STA 4+25.95
FG01 GATE
STORAGE
1 PI STA 4+36.75
PI STA 3+34.12
PI STA 3+56.06
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
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CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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D O
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DRAWFORM REVISION: 12 APRIL 2018
P
S
N
RRO F E S S I O N A L E N G I N E E R
T A
T
E O F M A R Y
L A
N
DW
I L
L IA M WHEATON
O . 2 4 6 2 8 E G I S T E R E D
W.
PLAN
NORTH
SCALE: 1" = 20'
CIVIL SITE AND ATFP PLAN - AREA 101
NOTES:
WORK NOTES: 1. PAVEMENT REPAIR EXTENTS.
2. AT/FP FENCING ON FLOOD WALL, SEE
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4. FLOOD GATE, SEE CALLOUTS FOR ID, SEE
5. 12' AT/FP (CIA) FENCE, SEE
6.-7. NOT USED ON THIS SHEET.
8. ACCESS STAIRS.
9.-25. NOT USED ON THIS SHEET.
26. CLEAT.
27. UTILITY CROSSING THROUGH CUTOFF WALL, SEE
28.-30. NOT USED ON THIS SHEET.
31. UTILITY THROUGH FOOTING, SEE
32.-33. NOT USED ON THIS SHEET.
1. SEE "S" SHEETS FOR CONCRETE FLOOD WALL TYPES, CAPSTANS AND
CAISSON COPINGS.
2. SEE "E" SHEETS FOR ELECTRICAL UTILITY WORK.
3. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
4. SEE CU101 FOR UTILITY WORK.
5. CONTRACTOR MUST VERIFY ALL UTILITY CROSSING ELEVATIONS
PRIOR TO FLOOD WALL CONSTRUCTION. NOTIFY CONTRACTING
OFFICER OF DISCREPANCIES AND ADJUST FOOTING ELEVATION TO
AVOID UTILITY CROSSINGS WITH CONTRACTING OFFICER APPROVAL.
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 101A1 VERTICAL SCALE: 1" = 4'
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR 2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
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VE
.BERRIEN STREET
MAY
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VE
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FOURTH STREET GATE
BR
O
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A
VE
REN
SH
AW
CREIGHTON ST.
AVE.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
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BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
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VE
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STEVENS
ARMIS
TE
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VE.
CREIGHTON ST.
TRUXTON STREET
BR
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BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat Caisson Seat
BERTH NO. 20
EDGE OF WHARF
DD 1
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
105106
NN
MATCH LINE STA 4+60
(SEE SHEET CS102)
40'10'0 20'
B1
CS505
C3
CS506
A3
CS503
STA 0+00 (SEE
ALIGNMENT START @
SHEET CS113 FOR
ALIGNM
ENT END)
C1
CS401
A1
SS401
A1
SS402 A3
SS312
WMS/IAS
DLB
EJA
DSN
SEL TSL WWW
12809310
CI
VI
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A
ND
A
TF
P
PL
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A
ND
P
RO
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LE
AR
EA
CS101
AS NOTED
A1
CU501
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
C4
SS313
EXISTING
GRADE
TOP OF WALL
EL = 106.0
TOP OF FOOTING
EL = 99.50
BOTTOM OF
FOOTING
BOTTOM OF
CUTOFF WALL
EL = 94.00
TOP OF WALL
EL = 106.0
TOP OF FOOTING
EL = 99.50
BOTTOM OF
FOOTING
BOTTOM OF CUTOFF
WALL EL = 85.00
(E) ABANDONED
DISCHARGE CULVERT
(E) CRANE GIRDERS
DRY DOCK 2
CAISSON
(E) 4X4 DUCT BANK
BOTTOM OF
CUTOFF WALL
EL = 94.00
C1
SS502
FLOODGATE
FOUNDATION
C1
SS502
FLOODGATE
FOUNDATION
TOP OF FOOTING
EL = 99.50
27 18" STORM
2710" SALTWATER
276" FRESH WATER
27 12" SALTWATER
27 6" FRESH WATER
274" SEWER
274" STEAM
272.5" AIR
A3
CU402
VALVE
VAULT 6
4 FG04 C3
SS502
FLOODGATE
FOUNDATION4FG05
A1
SS403
DD3 NORTH SIDE
COPING LEVEL
4FG03
C1
SS502
FLOODGATE
FOUNDATION
4 FG02
(E) SHEET PILE WALL
SEE NOTE 5
ST
A
8+
ST
A
8+
32(E) 2X3 DUCT BANK
CUTOFF WALL MUST
EXTEND TO BELOW
GRADE CONCRETE WALL
FOOTING AND CUTOFF WALL MUST
EXTEND TO CONNECT TO DRY DOCK
2 FLOOD WALL STUBS. PROVIDE
WATER STOP SIMILAR TO C1/S004
32 (E) ELEC DUCT BANK
A4
SS313
27(E) 3X3 DUCT BANK
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20
5+00
6+00
7+
8+00
9+00
PI STA 5+16.30
PI STA 6+95.82
PI STA 7+02.77 PI STA 7+37.52
PI STA 7+60.45
PI STA 8+28.52
PI STA 8+52.72
PI STA 8+91.10
DRY DOCK 2
(E) CRANE RAIL
DRY DOCK 2
CAISSON
FLOOD WALL FOOTING
4 FG03 4FG05
4 FG02
4 FG04
11CAPSTAN 5
CAPSTAN 7, SEE
A4/SS505 FOR DRILLED
SHAFT FOUNDATION 11CAPSTAN 8
PI STA 5+56.38
PI STA 6+90.17
FG04 GATE
STORAGE
FG05 GATE
STORAGE
PI STA 8+94.61
PI STA 9+12.49
PI STA 5+48.40
PI STA 7+13.19
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
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N
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P R
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ON
R
OA
DS
NA
VA
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ST
AT
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N
NO
RF
OL
K
- N
OR
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
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A V
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DRAWFORM REVISION: 12 APRIL 2018
P
S
N
RRO F E S S I O N A L E N G I N E E R
T A
T
E O F M A R Y
L A
N
DW
I L
L IA M WHEATON
O . 2 4 6 2 8 E G I S T E R E D
W.
PLAN
NORTH
SCALE: 1" = 20'
CIVIL SITE AND ATFP PLAN - AREA 102
HORIZONTAL SCALE:1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 102A1 VERTICAL SCALE: 1" = 4'
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
M
AYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR 2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
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D G
N
O
H
IT
C H
C O
C K
ST
BL
D
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SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
DD 1
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
105106
NN
MATCH LINE STA 9+20
(SEE SHEET CS103)MATCH LINE STA 4+60
(SEE SHEET CS101)
40'10'0 20'
NOTES:
1. PAVEMENT REPAIR EXTENTS.
2. NOT USED ON THIS SHEET.
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4. FLOOD GATE, SEE CALLOUTS FOR ID, SEE
5.-10.NOT USED ON THIS SHEET.
11. RELOCATABLE CAPSTAN.
12.-10. NOT USED ON THIS SHEET.
26. CLEAT.
27. UTILITY CROSSING THROUGH CUTOFF WALL, SEE
28.-31. NOT USED ON THIS SHEET.
32. DUCT BANK CROSSING THROUGH FOOTING, SEE
33. NOT USED ON THIS SHEET.
C2
CS401
B1
CS401
A1
SS402
A1
SS403
A4
SS505
C1
SS504
WORK NOTES:
1. SEE "S" SHEETS FOR CONCRETE FLOOD WALL TYPES, CAPSTANS AND
CAISSON COPINGS.
2. SEE "E" SHEETS FOR ELECTRICAL UTILITY WORK.
3. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
4. SEE CU101 FOR UTILITY WORK.
5. FROM STA 8+28 TO STA 8+95, CONSTRUCT FLOOD WALL FOOTING ON
TOP OF (E) SHEET PILE WALL. NO CUTOFF AT SHEET PILE WALL.
6. CONTRACTOR TO VERIFY ALL UTILITY CROSSING ELEVATIONS PRIOR
TO FLOOD WALL CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF
DISCREPANCIES AND ADJUST FOOTING ELEVATION TO AVOID UTILITY
CROSSINGS WITH APPROVAL OF CONTRACTING OFFICER.
A3
CS503
A3
EJA
DSN
SEL TSL WWW
12809311
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS102
AS NOTED
A1
CU501
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
B4
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00
TOP OF WALL
EL = 106.0
TOP OF FOOTING
EL = 100.50
BOTTOM OF
FOOTING
BOTTOM OF
CUTOFF WALL
EL = 94.50
EXISTING
GRADE
TOP OF UTILITY
TRENCH
(E) DRY DOCK 6 AND 7
CONCRETE FOUNDATION(E) DRY DOCK 6 AND 7
CONCRETE FOUNDATION
DRY DOCK 3
CAISSON
BOTTOM OF
CUTOFF WALL
EL = 93.00
C1
SS502
FLOODGATE
FOUNDATION
(E) ELEC
DUCT BANK
(E) ELEC
DUCT BANK
CUTOFF WALL MUST
EXTEND TO BELOW
GRADE CONC WALL
274" FRESH WATER
2712" SALTWATER
27 4" AIR
27 6" SEWER
27 3" STEAM
4 FG06
A1
SS403
DD3 NORTH SIDE
COPING LEVEL
A1
SS404
DD3 SOUTH SIDE
COPING LEVEL
CUTOFF WALL
MUST EXTEND TO BELOW
GRADE CONCRETE
(E) 30" STORM (E) 18" STORM (E) 18" STORM
(E) DRY DOCK
3 STRUCTURE
(E) DRY DOCK
3 STRUCTURE
4FG06
(E) UTILITY TRENCH
DRY DOCK 3
PI STA 10+95.65
PI STA 11+06.17
PI STA 11+44.05
PI STA 11+48.28
PI STA 11+61.78
PI STA 11+69.94
PI STA 11+82.26
PI STA 13+72.89
9+00 10+00
+0
12+00 13+00
+0
FLOOD WALL FOOTING
A1
SC101
DRY DOCK 3
CAISSON
PI STA 10+73.19
PI STA 10+58.34
PI STA 9+40.46
PI STA 9+25.33
PI STA 11+82.12
PI STA 12+82.24
PI STA 12+76.24
PI STA 12+71.65
PI STA 12+86.82
PI STA 9+39.76
PI STA 10+58.29
PI STA 10+82.59
FG06 GATE STORAGE
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
NO
RF
OL
K
NA
VA
L
SH
IP
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RD
PO
RT
SM
OU
TH
, V A
V A
L
FA
C
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IT
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S E
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IN
E
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IN
G
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M
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TL
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CI
C
OR
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- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
NO
RF
OL
K
- N
OR
FO
LK
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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M A
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DRAWFORM REVISION: 12 APRIL 2018
P
S
N
RRO F E S S I O N A L E N G I N E E R
T A
T
E O F M A R Y
L A
N
DW
I L
L IA M WHEATON
O . 2 4 6 2 8 E G I S T E R E D
W.
PLAN
NORTH
SCALE: 1" = 20'
CIVIL SITE AND ATFP PLAN - AREA 103
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 103A1 VERTICAL SCALE: 1" = 4'
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR 2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AVE.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat Caisson Seat
BERTH NO. 20
EDGE OF WHARF
DD 1
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
105106
NN
MATCH LINE STA 9+20
(SEE SHEET CS102)
M
AT
CH
L
IN
E
ST
A
+0
(S
EE
S
HE
ET
C S1
40'10'0 20'
A3
CS501
NOTES:
WORK NOTES:
1. PAVEMENT REPAIR EXTENTS.
2. NOT USED ON THIS SHEET.
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4. FLOOD GATE, SEE CALLOUTS FOR ID, SEE
5.-7. NOT USED ON THIS SHEET.
8. ACCESS STAIRS, SEE
9.-11.NOT USED ON THIS SHEET.
12. GUARD POST
13.-25. NOT USED ON THIS SHEET.
26. CLEAT
27. UTILITY CROSSING THROUGH CUTOFF WALL, SEE
28. SEE FOR WEEP HOLES.
29.-33. NOT USED ON THIS SHEET.
1. SEE "S" SHEETS FOR CONCRETE FLOOD WALL TYPES, CAPSTANS AND
CAISSON COPINGS.
2. SEE "E" SHEETS FOR ELECTRICAL UTILITY WORK.
3. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
4. SEE CU102 FOR UTILITY WORK.
5. CONTRACTOR MUST VERIFY ALL UTILITY CROSSING ELEVATIONS
PRIOR TO FLOOD WALL CONSTRUCTION. NOTIFY CONTRACTING
OFFICER OF DISCREPANCIES AND ADJUST FOOTING ELEVATION TO
AVOID UTILITY CROSSINGS WITH CONTRACTING OFFICER APPROVAL.
A3
CS503
B3
CS401
A1
SS404
A1
SS403
A3
SS312
B1
SS501
EJA
DSN
SEL TSL WWW
12809312
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS103
AS NOTED
A1
CU501
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
SS311
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
CHK
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
1588810
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
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
DRAWFORM REVISION: 12 APRIL 2018
NN
40'10'0 20'
12809313
CS104
AS NOTED
40'0 20' 0 4' 8'
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
18+70 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40
TOP OF WALL
ELEV = 106.0
FG09
TOP OF FOOTING
ELEV = 101.25
BOTTOM OF FOOTING
BOTTOM OF
CUTOFF WALL
ELEV = 95.00
FG10 FG11
EXISTING GRADE
(E) SHIP WAY #1 FOUNDATION
SEE DEMOLITION PLANS
TOP OF FOOTING
ELEV = 101.00TOP OF FOOTING
ELEV = 100.50
(E) ELEC DUCT BANK (E) ELEC DUCT BANK
TOP OF FOOTING
ELEV = 101.00
TOP OF FOOTING
ELEV = 101.00
TOP OF FOOTING
ELEV = 101.00
276" FRESH WATER
2712" SALTWATER
2924" STORM 2936" STORM
278" SEWER
32(E) ELEC DUCT BANK
+0
19+00
20+00
21+00
22+00
+0
PI STA 18+74.62
PI STA 18+81.70
PI STA 20+14.23
PI STA 20+31.50
PI STA 21+60.92
PI STA 21+89.84
PI STA 22+74.00
PI STA 22+80.00
PI STA 22+83.54
PI STA 21+42.63
MATCH LINE STA 23+40
(SEE SHEET CS106)
MATCH LINE STA 18+70
(SEE SHEET CS104)
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
NO
RF
OL
K
NA
VA
L
SH
IP
YA
RD
PO
RT
SM
OU
TH
, V 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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
NO
RF
OL
K
- N
OR
FO
LK
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
AM
E:
Q
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5.
dw g
L
AY
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T
NA
M
E:
C
IV
IL
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IT
E
AN
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FP
P
LA
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AN
D
PR
OF
IL
E
- A
RE
A
P
LO
TT
ED
: F rid ay
, F eb ru ar y 2 1,
- 6
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R:
tt ho m ps on
DRAWFORM REVISION: 12 APRIL 2018
P
S
N
RRO F E S S I O N A L E N G I N E E R
T A
T
E O F M A R Y
L A
N
DW
I L
L IA M WHEATON
O . 2 4 6 2 8 E G I S T E R E D
W.
PLAN
NORTH
SCALE: 1" = 20'
CIVIL SITE AND ATFP PLAN - AREA 105
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 105A1 VERTICAL SCALE: 1" = 4'
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR 2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AVE.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat Caisson Seat
BERTH NO. 20
EDGE OF WHARF
DD 1
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
105106
NN
40'10'0 20'
NOTES:
WORK NOTES:
1. PAVEMENT REPAIR EXTENTS.
2. NOT USED ON THIS SHEET.
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4. FLOOD GATE, SEE CALLOUTS FOR ID, SEE
5.-26.NOT USED ON THIS SHEET.
27. UTILITY CROSSING THROUGH CUTOFF WALL, SEE
28. NOT USED ON THIS SHEET.
29. UTILITY CROSSING UNDER CUTOFF WALL, SEE
30.-31. NOT USED ON THIS SHEET.
32. DUCT BANK CROSSING THROUGH FOOTING, SEE
33. NOT USED ON THIS SHEET.
1. SEE "S" SHEETS FOR CONCRETE FLOOD WALL TYPES, CAPSTANS AND
CAISSON COPINGS.
2. SEE "E" SHEETS FOR ELECTRICAL UTILITY WORK.
3. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
4. SEE CU103 FOR UTILITY WORK.
5. CONTRACTOR MUST VERIFY ALL UTILITY CROSSING ELEVATIONS
PRIOR TO FLOOD WALL CONSTRUCTION. NOTIFY CONTRACTING
OFFICER OF DISCREPANCIES AND ADJUST FOOTING ELEVATION TO
AVOID UTILITY CROSSINGS WITH CONTRACTING OFFICER APPROVAL.
A3
CS503
(E) CRANE RAIL
4FG09
4FG11
4FG10
FLOOD WALL
FOOTING
A3
CS401
C1
CS402
C2
CS402
C1
SS502C1
SS502
C1
SS502
EJA
DSN
SEL TSL WWW
12809314
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS105
AS NOTED
FG09 GATE
STORAGE
FG10 GATE
STORAGE
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
A1
CU501
A1
CU502
B4
0.00%0.00%
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80
TOP OF WALL
ELEV = 106.0
TOP OF FOOTING
ELEV = 101.00
BOTTOM OF FOOTING
BOTTOM OF
CUTOFF WALL
ELEV = 96.00
EXISTING GRADE
(E) SHIP WAY #1 FOUNDATION
SEE DEMOLITION PLANS (E) SHIP WAY #1 FOUNDATION
SEE DEMOLITION PLANS (E) SHIP WAY #1 FOUNDATION
SEE DEMOLITION PLANS
(E) SHIP WAY #1 FOUNDATION
SEE DEMOLITION PLANS
(E) SHIP WAY #1 FOUNDATION
SEE DEMOLITION PLANS
BOTTOM OF
CUTOFF WALL
ELEV = 90.00
TOP OF FOOTING
ELEV = 101.25
(E) ELEC DUCT BANK
BOTTOM OF
CUTOFF WALL
ELEV = 95.00
(E) COMM DUCT BANK
278" SEWER
276" SEWER
273" FRESH WATER
VALVE VAULT
(ADJACENT TO
WALL)
24+00 25+00 26+00 27+00 28+00
PI STA 25+45.25
PI STA 25+55.15
PI STA 25+73.15 PI STA 25+83.05
M
AT
CH
L
IN
E
ST
A
+8
(S
EE
S
HE
ET
C S1
M
AT
CH
L
IN
E
ST
A
+4
(S
EE
S
HE
ET
C S1
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
NO
RF
OL
K
NA
VA
L
SH
IP
YA
RD
PO
RT
SM
OU
TH
, V 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
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
NO
RF
OL
K
- N
OR
FO
LK
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
AM
E:
Q
:\N
OR
\1
-0
8\ ca dd
Ac tiv e\ _P
-6
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DP
3-
0-
CS
6.
dw g
L
AY
OU
T
NA
M
E:
C
IV
IL
S
IT
E
AN
D
AT
FP
P
LA
N
AN
D
PR
OF
IL
E
- A
RE
A
P
LO
TT
ED
: F rid ay
, F eb ru ar y 2 1,
- 6
:4 0p m U
SE
R:
tt ho m ps on
DRAWFORM REVISION: 12 APRIL 2018
P
S
N
RRO F E S S I O N A L E N G I N E E R
T A
T
E O F M A R Y
L A
N
DW
I L
L IA M WHEATON
O . 2 4 6 2 8 E G I S T E R E D
W.
PLAN
NORTH
SCALE: 1" = 20'
CIVIL SITE AND ATFP PLAN - AREA 106
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 106A1 VERTICAL SCALE: 1" = 4'
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR 2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AVE.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat Caisson Seat
BERTH NO. 20
EDGE OF WHARF
DD 1
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
105106
NN
40'10'0 20'
NOTES:
WORK NOTES:
1. PAVEMENT REPAIR EXTENTS.
2. NOT USED ON THIS SHEET.
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4.-12. NOT USED ON THIS SHEET
13. REPLACE RAILROAD TRACK, SEE CS511.
14.-26. NOT USED ON THIS SHEET.
27. UTILITY CROSSING THROUGH CUTOFF WALL, SEE
28.-33. NOT USED ON THIS SHEET.
1. SEE "S" SHEETS FOR CONCRETE FLOOD WALL TYPES, CAPSTANS AND
CAISSON COPINGS.
2. SEE "E" SHEETS FOR ELECTRICAL UTILITY WORK.
3. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
4. SEE CU103 FOR UTILITY WORK.
5. CONTRACTOR MUST VERIFY ALL UTILITY CROSSING ELEVATIONS
PRIOR TO FLOOD WALL CONSTRUCTION. NOTIFY CONTRACTING
OFFICER OF DISCREPANCIES AND ADJUST FOOTING ELEVATION TO
AVOID UTILITY CROSSINGS WITH CONTRACTING OFFICER APPROVAL.
(E) RAILROAD TRACKS
EJA
DSN
SEL TSL WWW
12809315
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS106
AS NOTED
(E) RAILROAD TRACK STOPS
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
A1
CU501
FLOOD WALL FOOTING
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
CHK
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
1588810
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
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
DRAWFORM REVISION: 12 APRIL 2018
NN
40'10'0 20'
12809316
CS107
AS NOTED
40'0 20' 0 4' 8'
TOP OF WALL
ELEV = 106.0
FG15
TOP OF FOOTING
ELEV = 102.00
BOTTOM OF FOOTING
BOTTOM OF
CUTOFF WALL
ELEV = 96.00
EXISTING GRADE
FG16 FG17 FG18
ELEC
CONDUITS
TOP OF FOOTING
ELEV = 101.75
BOTTOM OF
CUTOFF WALL
ELEV = 94.00
31 8" FRESH WATER
29 4" SEWER
2710" FRESH WATER
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00 35+20 35+40 35+60 35+80 36+00 36+20 36+40 36+60 36+80 37+00 37+20 37+40
274" GAS2712" SALTWATER
29 12" SEWER
276" FRESH WATER
27 1" CONDENSATE
29 12" SEWER
32 ELECTRICAL
DUCT BANK 2712" SALTWATER
32 (E) ELECTRICAL
DUCT BANK
32(E) ELECTRICAL
DUCT BANK
27 6" FRESH WATER
33+00
34+00
+0
36+00
37+00
PI STA 33+54.64
PI STA 33+41.81
PI STA 34+81.15
PI STA 35+18.05
PI STA 37+12.01
PI STA 37+36.96
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
NO
RF
OL
K
NA
VA
L
SH
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SM
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R
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NA
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L
ST
AT
IO
N
NO
RF
OL
K
- N
OR
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
E N
T O
F
TH
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A V
Y N
A V
A L
FA
C
IL
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R
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DRAWFORM REVISION: 12 APRIL 2018
P
S
N
RRO F E S S I O N A L E N G I N E E R
T A
T
E O F M A R Y
L A
N
DW
I L
L IA M WHEATON
O . 2 4 6 2 8 E G I S T E R E D
W.
PLAN
NORTH
SCALE: 1" = 20'
CIVIL SITE AND ATFP PLAN - AREA 108
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 108A1 VERTICAL SCALE: 1" = 4'
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR 2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
DD 1
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
105106
NN
MAT
CH LI
NE S
TA
+6
(SE
E S
HEE
T C
S1
MATCH LINE STA 37+40
(SEE SHEET CS109)
40'10'0 20'
NOTES:
WORK NOTES:
1. PAVEMENT REPAIR EXTENTS.
2. NOT USED ON THIS SHEET.
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4. FLOOD GATE, SEE CALLOUTS FOR ID, SEE
5.-15. NOT USED ON THIS SHEET.
16. 4' CHAIN LINK FENCE, SEE CALL OUT FOR LENGTH.
17.-26. NOT USED ON THIS SHEET.
27. UTILITY CROSSING THROUGH CUTOFF, SEE
28. NOT USED ON THIS SHEET.
29. UTILITY CROSSING UNDER CUTOFF, SEE
30. NOT USED ON THIS SHEET.
31. UTILITY THROUGH FOOTING, SEE
32. DUCT BANK CROSSING THROUGH FOOTING, SEE
33. NOT USED ON THIS SHEET.
1. SEE "S" SHEETS FOR CONCRETE FLOOD WALL TYPES, CAPSTANS AND
CAISSON COPINGS.
2. SEE "E" SHEETS FOR ELECTRICAL UTILITY WORK.
3. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
4. SEE CU104 FOR UTILITY WORK.
5. CONTRACTOR MUST VERIFY ALL UTILITY CROSSING ELEVATIONS
PRIOR TO FLOOD WALL CONSTRUCTION. NOTIFY CONTRACTING
OFFICER OF DISCREPANCIES AND ADJUST FOOTING ELEVATION TO
AVOID UTILITY CROSSINGS WITH CONTRACTING OFFICER APPROVAL.
A1
CS402
A3
CS402
C1
CS403
(E) RAILROAD TRACKS
4 FG15
4 FG17
168.2 LF
4FG16
FLOOD WALL
FOOTING
4FG18
C1
SS502 A1
CS511
C1
SS502
EJA
DSN
SEL TSL WWW
12809317
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS108
AS NOTED
A3
SS312
A3
CS503
A1
CU501
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
A1
CU502
C4
SS313
B4
SS313
A3
SS502
A1
CU418 VALVE VAULT 19
FG17 GATE STORAGE
FG16 GATE STORAGE
| CIVIL SITE - 1 OF 2 |
| CS101 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 101 |
| CS102 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 102 |
| CS103 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 103 |
| CS104 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 104 |
| CS105 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 105 |
| CS106 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 106 |
| CS107 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 107 |
| CS108 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 108 |
2020-02-23T23:54:32-0500
2020-02-23T23:55:00-0500
2020-02-23T23:55:00-0500
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2020-02-23T23:55:01-0500
2020-02-23T23:55:04-0500
2020-02-23T23:55:04-0500
2020-02-23T23:55:37-0500
2020-02-23T23:56:12-0500
2020-02-23T23:56:12-0500
2020-02-23T23:56:12-0500
2020-02-23T23:56:12-0500
2020-02-23T23:56:12-0500
2020-02-23T23:56:13-0500
2020-02-23T23:56:13-0500
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2020-02-25T18:14:11-0500
2020-02-25T18:14:12-0500
2020-02-25T18:14:13-0500
2020-02-25T18:14:14-0500
2020-02-25T18:14:14-0500
2020-02-25T18:14:15-0500
2020-02-25T18:14:17-0500
2020-02-27T09:14:07-0500
2020-02-27T09:14:19-0500
2020-02-27T09:14:20-0500
2020-02-27T09:14:21-0500
2020-02-27T09:14:22-0500
2020-02-27T09:14:23-0500
2020-02-27T09:14:24-0500
2020-02-27T09:14:25-0500
| 2020-02-28T11:26:06-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:26:45-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:27:59-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:28:33-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:29:05-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:29:32-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:30:17-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:31:28-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:34:42-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:34:56-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:34:58-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:34:59-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:35:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:35:01-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:35:02-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:35:04-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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