1588810-DWG-09of14 (CS2).pdf
PDF 13 MB Posted
- Solicitation number
- N4008520R0063
About this file
This package includes civil site plans and profiles for a federal solicitation to construct permanent flood protection for dry docks at a naval shipyard. The solicitation seeks design-bid-build services to build a cast-in-place concrete flood wall supported by soil grouting, modify existing caisson gunwales, and install removable capstans on new foundations. The Department of the Navy Naval Facilities Engineering Command issued the solicitation, number N4008520R0063, with responses due by the listed dates on the document signature blocks. The civil plans depict the flood wall alignment and topography across multiple areas, alongside relevant details on flood gates, utility crossings, fencing and other infrastructure elements to support protecting Dry Docks 1 through 4 from flooding by the adjacent river.
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A
B
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1 2 3 4 5
1 2 3 4 5
A
B
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
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C R
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D A
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DRAWFORM REVISION: 12 APRIL 2018
NN
40'10'0 20'
12809318
CS109
AS NOTED
40'0 20' 0 4' 8'
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
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CHK
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
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DRAWFORM REVISION: 12 APRIL 2018
NN
40'10'0 20'
12809319
CS110
AS NOTED
40'0 20' 0 4' 8'
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
46+60 46+80 47+00 47+20 47+40 47+60 47+80 48+00 48+20 48+40 48+60 48+80 49+00 49+20 49+40 49+60 49+80 50+00 50+20 50+40 50+60 50+80 51+00
TOP OF WALL
ELEV=106.0
TOP OF FOOTING
ELEV=102.00
BOTTOM OF FOOTING
BOTTOM OF
CUTOFF WALL
ELEV = 96.00
FG23
EXISTING GRADE
ELEC DUCT BANK
10" STORM
STAIRS NOT SHOWN
31 6" STORM
27ELEC DUCT BANK
TOP OF FOOTING
ELEV=103.00
278" WATER
276" SEWER
316" STEAM
27 4" SEWER
SLIDE GATE FOUNDATION
TOP OF FOOTING
ELEV=102.00
+0
47+00
48+00 49+00
50+00 51+00
PI STA 46+90.52
PI STA 48+68.04
PI STA 48+89.66
PI STA 50+28.82
PI STA 50+48.68
PI STA 50+58.62
PI STA 50+66.62
PI STA 46+61.64
PI STA 46+71.11
A
B
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1 2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
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C R
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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A/E INFO
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EPROJECT NO.:
P -6
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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 111
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 111A1 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
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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 46+60(SEE SHEET CS110)
40'10'0 20'
MA
TC
H
LIN
E
ST
A
+0
(S
EE
S
HE
ET
C
S1
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.
9.-13. NOT USED ON THIS SHEET.
14. CONCRETE PAVEMENT.
15.-19. NOT USED ON THIS SHEET.
20. TOPSOIL AND SEED DISTURBED AREA.
21. NOT USED ON THIS SHEET.
22. PARKING STALL, 4" WHITE STRIPING.
23.-26. NOT USED ON THIS SHEET.
27. UTILITY CROSSING THROUGH CUTOFF, SEE
28.-30. NOT USED ON THIS SHEET.
31. UTILITY CROSSING THROUGH FOOTING, SEE
32. DUCTBANK 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 CU106 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.
1 83
(E) CIA FENCING
BUILDING 23
BUILDING 1505
4FG23
FLOOD WALL
FOOTING
B3
CS403
C1
SS502
WMS/IAS
DLB
EJA
DSN
SEL TSL WWW
12809320
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS111
AS NOTED
(E) CURB INLET
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
A3
CS503
A3
SS312
A3
CU426 VALVE VAULT 29 A1
CU427 VALVE VAULT 30 A1
CU428 VALVE VAULT 31
A1
CU501
C4
SS313
B4
SS313
TOP OF WALL ELEV=106.0
TOP OF FOOTING ELEV=102.00
BOTTOM OF FOOTING
FG25FG24 FG26EXISTING GRADE
ELEC DUCT BANKBOTTOM OF
CUTOFF WALL
ELEV = 88.00
STAIRS NOT
SHOWN
BOTTOM OF
CUTOFF WALL
ELEV = 80.00
BOTTOM OF
CUTOFF WALL
ELEV = 96.00
VALVE VAULT
278" FRESH WATER
2712" STEAM
312" STORM
32ELEC DUCT BANK
272" CONDENSATE
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20 53+40 53+60 53+80 54+00 54+20 54+40 54+60 54+80 55+00 55+20 55+40 55+60
2718" SEWER
2712" SALTWATER
2712" STORM
2712" STORM
2712" COMP AIR
TOP OF
FOOTING
ELEV=101.25
ELEC DUCT BANK
SLIDE GATE FOUNDATION
SLIDE GATE FOUNDATION
51+00
52+00 53+00
54+00 55+00
PI STA 55+35.55
PI STA 55+43.55
PI STA 51+28.54
PI STA 51+78.47
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
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SM
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V A
L
FA
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IN
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M M
A N
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ID
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CI
C
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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
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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 112
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 112A1 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 51+00
(SEE SHEET CS111)
MATCH LINE STA 55+60
(SEE SHEET CS113)
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 AND LENGTH, SEE
5. 12' TALL ATFP (CIA) FENCING, SEE
6.-7. NOT USED ON THIS SHEET.
8. ACCESS STAIRS
9.-14. NOT USED ON THIS SHEET.
15. PROVIDE SIGN POST AND REINSTALL SALVAGED SIGN.
16.-26. NOT USED ON THIS SHEET.
27. UTILITY CROSSING THROUGH CUTOFF, SEE
28.-30. NOT USED ON THIS SHEET.
31. UTILITY CROSSING 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 FLOODWALL ALIGNMENT TABLE.
4. SEE CU106 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.
1 (E) CIA FENCING
(E) TURNSTILES
4FG26
(E) OVERHEAD STEAM
FOUNDATION
(E) STEAM UTILITY VAULT
4 FG24
4FG25
FLOOD WALL
FOOTING
A2
CS403
A3
CS403
A1
CS403
C1
SS502
C1
SS502
EJA
DSN
SEL TSL WWW
12809321
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS112
AS NOTED
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
A3
CS503
A3
SS312
B1
CS505
A1
CU501
A1
CU431VALVE VAULT 35
A3
CU417VALVE VAULT 34
A1
CU430VALVE VAULT 33
C4
CU503
STEAM TRENCH
CROSSING
A4
CS501
C4
SS313
B4
SS313
A2
CD501TUNNEL CLOSURE
40'10'0 20'
EL
EV
AT
IO
N (F
T)
EL
EV
AT
IO
N (F
T)
STATION
55+60 55+80 56+00 56+20 56+40 56+60 56+80 57+00 57+20 57+40 57+60 57+80 58+00 58+20 58+40 58+60 58+80 59+00 59+20 59+40 59+47
XXXXXXXXXXXXXXX
X
TOP OF WALL
ELEV = 106.0
TOP OF FOOTING
ELEV = 101.00
BOTTOM OF CUTOFF WALL
ELEV = 80.00
FG27
FENCING
EXISTING GRADE
BOTTOM OF
CUTOFF WALL
ELEV = 91.00
.0
0' M
IN
TOP OF FOOTING
ELEV = 101.25
TOP OF FOOTING
ELEV = 99.50
2712" STORM
27 8" STORM
27 8" STEAM
32 ELEC DUCT BANK
27 12" STORM
TOP OF FOOTING
ELEV = 101.00
32 ELEC DUCT BANK
276" FRESH WATER
SLIDE GATE FOUNDATION
27ELECTRICAL
DUCT BANK
PI STA 55+78.68
PI STA 55+84.22
PI STA 0+00.00
56+00 57+00 58+00 59+00 59+47
PI STA 55+95.53
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
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IM
P R
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E M
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N
NO
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FO
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
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T O
F
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A V
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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 113
HORIZONTAL SCALE: 1" = 20'
CIVIL SITE AND ATFP PROFILE - AREA 113A1 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 55+60
(SEE SHEET CS112)
40'10'0 20'
NOTES:
WORK NOTES:
1. BITUMINOUS PAVEMENT REPAIR.
2. ATFP FENCING ON FLOOD WALL, SEE
3. CONCRETE FLOOD WALL, SEE FOR TYPE.
4. FLOOD GATE, SEE CALLOUTS FOR ID, SEE
5. 12' TALL ATFP (CIA) FENCING, SEE
6.-19.NOT USED ON THIS SHEET.
20. TOPSOIL AND SEED DISTURBED AREA.
21.-22. NOT USED ON THIS SHEET.
23. CONCRETE CURB.
24. ATFP CANTILEVER SLIDE GATE, SEE CALL OUT FOR LENGTH, SEE
25.-26. NOT USED ON THIS SHEET.
27. UTILITY CROSSING THROUGH CUTOFF, SEE
28.-31. NOT USED ON THIS SHEET.
32. DUCT BANK CROSSING THROUGH FOOTING, SEE
33. NOT USED ON THIS SHEET.
34. INSTALL WHEEL STOPS.
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 CU107 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.
4 FG27
24 30'5
2 3
5'
ALIGNMENT END @ STA 59+47.27
(SEE SHEET CS101 FOR
ALIGNMENT START @ STA 0+00)
FLOOD WALL
FOOTING
C1
CS404
EJA
DSN
SEL TSL WWW
12809322
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS113
AS NOTED
40'0 20'HORIZONTAL SCALE 0 4' 8'VERTICAL SCALE
A3
SS312
A3
CS503
C3
CS506
B1
CS505
B1
CS504
A1
CU501
B4
SS313
10+00
11+00
12+00
12+61
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
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S E
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NA
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L
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N
NO
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OR
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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T O
F
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A
P
LO
TT
ED
: F rid ay
, F eb ru ar y 2 1,
- 6
:4 3p 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 114
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'
1. BITUMINOUS PAVEMENT REPAIR.
2.-5. NOT USED ON THIS SHEET.
6. CONCRETE SIDEWALK PAVEMENT, SEE
5.-19.NOT USED ON THIS SHEET.
20. TOPSOIL AND SEED DISTURBED AREA.
21.-22. NOT USED ON THIS SHEET.
23. CONCRETE CURB AND GUTTER, SEE
24.-33. NOT USED ON THIS SHEET.
(E) PERIMETER WALL
EJA
DSN
SEL TSL WWW
12809323
CI
VI
L
SI
TE
A
ND
A
TF
P
PL
AN
A
ND
P
RO
FI
LE
AR
EA
CS114
AS NOTED
NOTES:
WORK NOTES:
1. SEE CU107 FOR UTILITY WORK.
D1
CS501
D3
CS501
| CIVIL SITE - 2 OF 2 |
| CS109 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 109 |
| CS110 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 110 |
| CS111 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 111 |
| CS112 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 112 |
| CS113 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 113 |
| CS114 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA 114 |
2020-02-24T00:26:54-0500
2020-02-24T00:27:32-0500
2020-02-24T00:27:32-0500
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2020-02-24T00:28:25-0500
2020-02-24T00:28:25-0500
2020-02-24T00:28:25-0500
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2020-02-25T18:15:42-0500
2020-02-25T18:15:43-0500
2020-02-25T18:15:43-0500
2020-02-25T18:15:44-0500
2020-02-27T09:15:41-0500
2020-02-27T09:15:53-0500
2020-02-27T09:15:54-0500
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| 2020-02-28T11:45:19-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:45:32-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:45:33-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:45:33-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:45:34-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:45:35-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:46:47-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:46:59-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:47:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:47:01-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:47:02-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T11:47:03-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .