Amendment 8 - Structural.pdf
PDF 9 MB Posted
- Solicitation number
- N4008520R0021
About this file
This solicitation is for design-bid-build construction services for a project to construct additions to Dry Dock #1 located at Portsmouth Naval Shipyard in Kittery, Maine. The additions will include two new dry dock bays, labeled Dry Dock #1 North and Dry Dock #1 West, separated by a new concrete center wall. Both new bays will be of sufficient size and depth to support maintenance and overhaul of Virginia Class submarines. Work will include new concrete structures, pump wells, a pump station building, crane rails, mooring hardware, utility systems, and modifications to existing structures to support dewatered conditions. The Naval Facilities Engineering Command is the contracting agency. The closing date for responses was not provided.
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Text version
BERTH 11
WEST CLOSURE
WALL (P-310)
DD1NCL
SUPER FLOOD
BASIN (P-310)
EX
IS
TI
N
G D
D 1W
E N
TR
AN
C E
ST
R
U C
TU
R
E
0.
DD1WCL
BERTH 1
SOUTH CLOSURE
WALL (P-310)
BERTH 11 DEMOLITION
(CD101 THROUGH CD103)
BERTH 11 FACE DEMOLITION
(CD104 THROUGH CD106)
EXISTING BERTH 11 FACE
WINCH (NOTE 1, TYP)
EXISTING DD1E CAISSON AND
ENTRANCE STRUCTURE
BERTH 1 AND SOUTH CLOSURE
WALL DEMOLITION AND SUPPORT
(BK101 AND BS101)
EXISTING BERTH 1
CLEATS (NOTE 1, TYP)
EXISTING WINCH AND
FAIRLEAD (NOTE 1)
EXISTING FILLING AND
DISCHARGE CULVERTS (NOTE 2)
EXISITING DD1E PUMPWELL
(NOTE 2)
EXISTING CONCRETE CURB
(NOTE 3)
LEGEND:
DEMOLITION
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
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AL
IM
PR
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M
EN
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O R
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AV
AL
S
TA
TI
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FO
LK
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IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
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rv t
/3 0/
: 3
8:
A M
D
EM
O
LI
TI
O
N P
LA
N
YD101
DAM NJD ZRM
12823223 260 1056
PLAN NORTH
SCALE: 1" = 30'-0"
PLAN EL 12.00
30' 0 30' 60' 1" = 30'
NOTES:
1. ALL EXISTING EQUIPMENT USED FOR DD1E DOCKING
EVOLUTIONS, INCLUDING CLEATS, BOLLARDS, CHOKES,
RINGS, WINCHES AND GATES SHALL BE PRESENT AND
FUNCTIONING DURING ALL DD1E DOCKING OPERATIONS.
REMOVAL OF ANY OF THESE ITEMS SHALL BE COORDINATED
WITH AND APPROVED BY THE CONTRACTING OFFICER PRIOR
TO REMOVAL. CONTRACTOR TO INCLUDE SEQUENCE FOR
EQUIPMENT REMOVAL IN THE CONTRACTOR'S WORK PLAN.
2. CONTRACTOR TO INCLUDE REMOVAL SEQUENCING OF
EXISTING EQUIPMENT IN DD1E PUMPWELL, INCLUDING
EXISTING STOPLOG IF REQUIRED, IN THE CONTRACTOR'S
CONSTRUCTION PLAN SUBMITTED FOR APPROVAL BY THE
CONTRACTING OFFICER. DOUBLE VALVE PROTECTION FOR
THE DD1E FILLING AND DISCHARGE CULVERTS SHALL BE
PROVIDED AND MAINTAINED AT ALL TIMES DURING
CONSTRUCTION.
3. REMOVE EXISTING CONCRETE CURB TO THE LIMITS SHOWN
ON YS106. GRIND CONCRETE SMOOTH AND FLUSH WITH TOP
OF EXISTING DECK (EL 9.70). PROVIDE A 1" DEEP SAWCUT ALL
AROUND CONCRETE TO BE REMOVED AROUND EXISTING
EXPOSED REINFORCEMENT. CHIP AND REMOVE CONCRETE
DOWN TO A DEPTH OF 1.5" AND PROVIDE A 1/2" MINIMUM
UNDERCUT ALL AROUND. CUT EXPOSED REINFORCMENT AT
BOTTOM OF REMOVED CONCRETE AND PATCH WITH
POLYMER MODIFIED PORTLAND CEMENT (PMC) MORTAR PER
SECTION 03 01 30.71. IF DEPTH OF CONCRETE REMOVED TO
REACH SOUND CONCRETE EXCEEDS 1.5", PATCH WITH PMC
CONCRETE PER SECTION 03 01 30.71.
AM
EN
DM
E N T
1 1 /1
6/
VM
G
A3
YS322
A3
YS327
A3
YS328
CENTER WALLCL
ST
A
5+
.3
ST
A
4+
.3
108' - 0"
5 + 00 4 + 50
M
AT
C H
LI
N
E (S
EE
Y
S1
4 + 00
OPENING
FOR PUMP
SHAFT (TYP)
DD1N ENTRANCE
STRUCTURE 113' - 0"
DD1W ENTRANCE
STRUCTURE (P-310)
D D
1W E
N
TR
AN
C
E
ST
R U
C
TU
R E
D D
1N E
N
TR
AN
C
E
ST
R U
C
TU
R E
CJ AND WS
TYPE C
CRANE
RAIL (TYP)
CL
(P -3
GRATING
(YS522)
A3
YS323
REMOVABLE
GUARDRAIL
(YS503, TYP)
EL 9.70
(TYP)
SLOPE
SLOPE
RAMP (TYP)
(TYP)
17' - 9"
(TYP)
27' - 6"
(TYP)
27' - 6"
(TYP)
27' - 6"
T/ CURB EL 12.00
(TYP)
T/ CURB
EL 10.70
(TYP)
10' - 6" 10' - 6" 10' - 6"
OUTLINE OF
PUMP STATION BUILDING
1% SLOPE
TO DRAIN
1% SLOPE
TO DRAIN
1% SLOPE
TO DRAIN
1% SLOPE
TO DRAIN
STEEL FLOOR
HATCH (A4, YS519)
12% SLOPE
RAMP
OPENING FOR
KNIFE GATE (TYP)
STEEL COVER
(SEE PS402)
(T
YP
1'
0"
(T Y P
6'
0"
(TYP)
7' - 9"
19' - 9" 20' - 0" 15' - 4 3/8"
9'
0" 7'
0" 18' - 8" 7' - 8"
80' - 0"
(TYP)
19' - 7 1/8"
(TYP)
8' - 4 7/8"
3'
6"
2'
0" 1'
6"
1'
9" 1'
9"
4' - 9"2' - 8"
EL 12.00
FIXED LADDER
BELOW
WATER LEVEL
MARKER BOARD
TIDE MARKER BOARD7' - 0"
WATER LEVEL
MARKER BOARD
TIDE MARKER
BOARD
7' - 0"
HIGH POINT
HIGH POINT
HIGH
POINT
PROVIDE ANTI-SKID
SAFETY COATING
ON RAMP (TYP)
" (T
YP
3'
8"
(T
YP
4'
4"
(TYP)
3' - 8"
(TYP)
3' - 8"
(T
YP
9'
1/ 2"
(T Y P
1'
9"
(TYP)
4' - 6"
(TYP)
3' - 0"
(TYP)
3' - 0"
OUTLINE OF
PUMP
STATION
BUIDLING
(TYP)
3' - 2"
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
3' - 0"
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
10' - 9"
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512) 8' - 0"
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512) 8' - 0"
NON-SLIP SAFTEY NOSING
AT CONCRETE STAIRS
PUMP MOTOR
SOLE PLATE
(TYP)
GALVANIZED STEEL
GRATING, TYPE W-19-4
WITH 3 1/2" X 3/8"
SERRATED BEARING
BARS, WITH EMBEDDED
SS ANGLE FRAME
GALVANIZED STEEL GRATING,
TYPE W-19-4 WITH 1 1/2" X 3/16"
SERRATED BEARING BARS, WITH
EMBEDDED SS ANGLE FRAME
2' - 6"
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
CJ AND WS TYPE C,
SPLICE WITH WS
TYPE A TO THE
NORTH
EXTEND WS TYPE A UP
TO EL 10.50 WITHIN
CURB (TYP)
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
2:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS103
DAM NJD ZRM
12823195 263 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
8' 0 8' 16' 1/8" = 1'-0"
AM
EN
DM
E N T
1 1 /1
6/
YS324
A3
YS329
A2
YS331
M
AT
C H
LI
N
E (S
EE
Y
S1
CENTER WALLCL
CRANE RAIL
CRANE RAIL
T/ CURB EL 10.70
M
AT
C H
LI
N
E (S
EE
Y
S1
ST
A
3+
.8
3 + 50 3 + 00
CONCRETE COVER
(4 EQUAL PANELS, YS511)
A3
YS330
(TYP)
19' - 9"
(TYP)
27' - 6"
(TYP)
27' - 6"
(TYP)
27' - 6"
(TYP)
27' - 6" 27' - 6"
T/ CURB
EL 10.70
CLEAT (TYP)
REMOVABLE
GUARDRAIL (TYP)
HEAVY DUTY
FLOOR ACCESS
DOOR (YS519)
6" (TYP)
ST
A
4+
.3
4 + 00
ST
A
2+
.3
12% SLOPE
CONCRETE FILLED STEEL
PIPE (YS525, TYP)
CONCRETE FILLED STEEL
PIPE (YS525, TYP)
CONCRETE FILLED
STEEL PIPE (YS525, TYP)
YS525
A2
YS525
A3
SCUPPER W/ INLINE
CHECK VALVE
(YS503, TYP)
(TYP)
9' - 0"
113' - 0"
3'
1"
2'
2'
3'
1"
(TYP)
1' - 3 1/8"
(TYP)
2' - 6"
6" (TYP)
20' - 0" 8' - 9" 8' - 9" 8' - 9" 8' - 9"
7'
0"
CONCRETE FILLED
STEEL PIPE (YS525, TYP)
(TYP)
9' - 0"SCUPPER
(YS503, TYP)
(TYP)
C U
R B
1'
0"
" 2'
0"
9'
0" 9'
0"
2'
0"10
C U
R B
1'
0"
108' - 0"
15' - 11 3/8" 1' - 6 1/2"
34' - 0"
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
EXTEND WS TYPE A UP
TO EL 10.50 WITHIN
CURB (TYP)
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
2:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS104
DAM NJD ZRM
12823196 264 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 9.70
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
ALONG DD1W AND SCUPPERS WITHOUT INLINE CHECK
VALVES IN CURBS ALONG DD1N.
8' 0 8' 16' 1/8" = 1'-0"
AM
EN
DM
E N T
1 1 /1
6/
A2
YS332
CENTER WALLCL
CRANE RAIL
M
AT
C H
LI
N
E (S
EE
Y
S1
A3
YS325
2 + 50 2 + 00 1 + 50
M
AT
C H
LI
N
E (S
EE
Y
S1
27' - 6"27' - 6"
T/ CURB EL 10.70
T/ CURB EL 10.70
CLEAT (TYP)
REMOVABLE
GUARDRAIL (TYP)
HEAVY DUTY
FLOOR ACCESS
DOOR (YS519)
(TYP)
27' - 6"
(TYP)
27' - 6"
(TYP)
27' - 6"
(TYP)
27' - 6"
DD1N SW STAIR
DOUBLE LEAF FLOOR
ACCESS DOOR
ABOVE STAIRWAY
(YS517, YS518, TYP)
EL 10.70
EL 10.70
EL 10.70
EL 10.70
(TYP)
2' - 6"
(TYP)
4' - 10 5/8"
CONCRETE FILLED STEEL
PIPE (YS525, TYP)
CONCRETE FILLED STEEL
PIPE (YS525, TYP)
YS525
A4
(TYP)
9' - 0" 9' - 1 1/4" 5' - 0"
5' - 0"9' - 1 1/4"
(TYP)
9' - 0"
SCUPPER
(YS503, TYP)
(TYP)
SCUPPER (YS503)
SCUPPER (YS503)
SCUPPER W/
INLINE CHECK
VALVE (YS503, TYP)
3'
1" 2'
2'
3'
1"
(TYP)
30' - 9"
(TYP)
1' - 0 1/2"
(TYP)
10' - 8"
(TYP)
15' - 0"
(TYP)
3' - 0"
(TYP)
1' - 0 1/2"
(TYP)
11' - 4"
(TYP)
6' - 3 1/4"
(T
YP
6'
0"
C U
R B
1'
0"
" 2'
0"
9'
0" 9'
0"
2'
0"10
C U
R B
1'
0"
STEP
(TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
CRANE RAIL
EL 10.70
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
(TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
EL 10.70
PROVIDE YELLOW
STRIPING AND 250 PSF
ELEVATED DECK
CAPACITY LETTERING
(DETAIL A5, YS513,
SIMLAR, TYP)
DD1N SE STAIR
DD1W NW STAIR
DD1W NE STAIREXTEND WS TYPE A UP
TO EL 10.50 WITHIN
CURB (TYP)
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
3:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS105
DAM NJD ZRM
12823197 265 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 9.70
8' 0 8' 16' 1/8" = 1'-0"
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
AM
EN
DM
E N T
1 1 /1
6/
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
A2
YS333
A3
YS326
A3
YS334
CENTER WALLCL
CRANE RAIL
CRANE RAIL
T/ CURB
EL 10.70
M
AT
C H
LI
N
E (Y
S1
1 + 00 0 + 50 0 + 00
ST
A
0+
.3
ST
A
0+
.0
UP
HEAD END WALL
T/ CURB EL 13.00
T/ WALL EL 12.00
HEAVY DUTY
FLOOR ACCESS
DOOR (YS519)
EL 9.70
EL 9.70
10' - 0" 7' - 3 3/4"
(TYP)
27' - 6"
(TYP)
27' - 6" 22' - 3 5/8" 15' - 11 3/8"
REMOVABLE
GUARDRAIL (TYP)
27' - 6"
A3
YS335
CONNECTING STRUCTURE
TO EXISTING PUMPWELL
T/ CURB
EL 10.70
HEAVY DUTY
FLOOR ACCESS
DOOR (YS519)
CONCRETE FILLED
STEEL PIPE
(YS525, TYP)
CONCRETE FILLED
STEEL PIPE
(YS525, TYP)
YS525
A5
(TYP)
9' - 0"
2' - 6 1/4"
9' - 0" 9' - 0"
DOUBLE LEAF FLOOR
ACCESS DOOR
ABOVE STAIRWAY
(YS517, YS518, TYP)
SCUPPER W/
INLINE CHECK
VALVE (YS503,
TYP)
SCUPPER
(YS503, TYP)
12' - 11 5/8"
EL -15.95
WATER LEVEL
MARKER (YS505)
7/ 8"
4'
/8
/8
2'
1"
3/ 4"
/8
(TYP)
23' - 2"
(TYP)
7' - 5"
(TYP)
1' - 9 3/4"
(TYP)
1' - 0 1/2" (TYP)
3' - 0"
(TYP)
15' - 0"
(TYP)
10' - 6" (TYP)
1' - 0 1/2"
(T
YP
6'
0"
(T Y P
2'
8"
EL 10.70
EL 10.70
(TYP)
27' - 6"
5'
0" 4'
0"
5' - 0" 11' - 0 1/8" 19' - 5"
2'
3'
1"
9' - 2 1/8" 2' - 6"
FACE OF EXISTING
ENTRANCE STRUCTURE
APRON
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
FILLING CULVERT
GATE SLOT
1" EXPANSION JOINT WITH
DOUBLE WS TYPE E,
CONTINUOUS ALL AROUND
1" EXPANSION JOINT WITH DOUBLE WS TYPE C, CONTINOUS
ALL AROUND JOINT WITH EXISTING ENTRANCE STRUCTURE
STEP (TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
DD1N SE STAIR
CURB
1' - 0"
PROVIDE YELLOW
STRIPING AND 250 PSF
ELEVATED DECK
CAPACITY LETTERING
(DETAIL A5, YS513,
SIMLAR, TYP)
CLEAT (TYP)
NON-SLIP SAFTEY NOSING
AT CONCRETE STAIRS
DD1W NE STAIR
8"
EXISTING
CONCRETE CURB
REMOVABLE
BULKHEAD FOR
SUPER FLOOD,
PL 3/8" WITH BASE
PL STIFFENER,
BOLTED SPLICE
PLATE AND 1/8"
NEOPRENE
RUBBER SEALS
(NOTE 2)
EXTEND WS
TYPE A UP TO
EL 10.50 WITHIN
CURB (TYP)
YS106
A4
T/ RAISED PEDESTAL
EL 10.70
C5
YS523
B5
YS523
7" 1"
3' - 8"
OUTER CAISSON SEAT
5' - 0"
2'
9"
1' - 4"
10' - 0"
1" 4"
1"
2"
4" 10 3/4" 1 1/4" 9' - 6" 1' - 0"
EXISTNG EMBEDDED CHANNEL
5' - 1" ±
1" EXPANSION
JOINT W/ DOUBLE
WS TYPE C
RAISED EXISTING
CLEAT (NOTE 3)
T/ RAISED CLEAT PEDESTAL
EL 10.70 (YS503)
T/ EXISTING
CONCRETE CURB
EL 10.70
SAWCUT AND
REMOVE EXISTING
CURB TO THE
NORTH (YD101)
T/ EXISTING
CONCRETE
EL 9.70
BASE PL
STIFFENER
PL 3/8" X 4" (TYP)
SPLICE PL 3/8"
ALIGN EMBEDDED CHANNEL
WITH EXISTING EMBEDDED
CHANNEL (TYP)
2'
0"
EXISTING DD1E ENTRANCE STRUCTURECENTER WALL
4" 8"
1'
4"
DRILL 9/16" DIA HOLE
THROUGH EXISTING
CURB FOR 1/2" DIA
BOLT WITH WASHERS
AT EACH END AND
NUT; CL OF DRILLED
HOLE 6" FROM T/ CURB
END PL
3/8" X 4 5/8" X 1'-1"
END PL
3/8" X 3" X 1'-1"
T/ CENTER
WALL EL 9.70
T/ CURB
EL 10.70
BOLTED
CONNECTION
(C5/YS523)
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
3:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS106
DAM NJD ZRM
12823198 266 1056
8' 0 8' 16' 1/8" = 1'-0"
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
ALONG DD1W AND SCUPPERS WITHOUT INLINE CHECK
VALVES IN CURBS ALONG DD1N.
2. INSTALL REMOVABLE CURB FOR SUPER FLOOD ONLY.
3. RAISE EXISTING CLEAT BY CONSTRUCTING CONCRETE
PEDESTAL FROM EL 9.70 TO EL 10.70 AS SHOWN. ROUGHEN
EXISTING CONCRETE AT EL 9.70 TO 1/4" FULL AMPLITUDE.
PEDESTAL REINFORCEMENT, CLEAT BLOCKOUT AND STEEL
BULLNOSE SHALL BE PER THE DETAILS ON DWG YS503.
DRILL AND GROUT PEDESTAL REINFORCEMENT INTO
EXISTING CONCRETE. EXTEND EXISTING CLEAT ANCHORS
USING THREADED COUPLERS AND THREADED BARS
MATCHING THE PROPERTIES OF THE EXISTING ANCHORS.
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 9.70
SCALE: 1/2" = 1'-0" A4ENLARGED PLAN
AM
EN
DM
E N T
1 1 /1
6/
FE
YS324
A3
YS329
A2
YS331
M
AT
C H
LI
N
E (S
EE
Y
S1
M
AT
C H
LI
N
E (S
EE
Y
S1
COLUMN
3'-0" x 3'-0"
(TYP)
CENTER
WALL
CL
3 + 504 + 00 3 + 00
PRECAST
CONCRETE
MONOLITH B7
49' - 0"49' - 0"
CONCRETE COVER
(4 EQUAL PANELS,
YS511)
A3
YS330
ELECTRICAL
UTILITY TUNNEL
MECHANICAL
UTILITY TUNNEL
FIXED
LADDER
(YS519, TYP)
ST
A
2+
.3
ST
A
3+
.8
STEEL FLOOR HATCH
& FIXED LADDER
BELOW (YS519)
M08
M08M08M08
M08 M08
12% SLOPE
EL -5.28
6' - 0" 49' - 0" 6' - 0" 49' - 0" 6' - 0"
PRECAST
CONCRETE
MONOLITH B6
18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4"25' - 6 3/8"
3'
0"
3'
0"
2'
0"
2'
0"
9'
6"
9'
6"
PRECAST
CONCRETE
MONOLITH B8
PRECAST
CONCRETE
MONOLITH B5
EL -5.28
19' - 0" 8' - 9" 8' - 9" 8' - 9" 8' - 9"
6" 6"
2" DEEP X 4" WIDE,
GUTTER (TYP)
ELECTRICAL MANHOLE
AC-523
(7'-8" DEEP)
HANDRAIL
(YS518, TYP)
HANDRAIL
(YS518, TYP)
5' - 10" 8' - 0"
6'
0" 2'
0"
8"
5'
0"
6"
6'
0"
6"
FLOOR ACCESS
DOOR (YS519)
2' - 10" 3' - 0"
CJ AND WS
TYPE A (TYP)
CJ AND WS
TYPE A (TYP)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512) CJ AND TYPE A,
CONTINUOUS ALL
AROUND (TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND (TYP)
(T
YP
EQ
(T Y P
EQ
(T Y P
EQ
(T Y P
EQ
3' - 0"
3'
0" 3'
6"
3'
0" 1
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
3:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS108
DAM NJD ZRM
12823200 268 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL -5.28
8' 0 8' 16' 1/8" = 1'-0"
NOTES:
1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE
ARCHITECTURE DRAWING UA601.
AM
EN
DM
E N T
1 1 /1
6/
YS332
A3
YS325
COLUMN
3'-0" x 3'-0" (TYP)
CENTER WALLCL
M
AT
C H
LI
N
E (S
EE
Y
S1
M
AT
C H
LI
N
E (S
EE
Y
S1
2 + 50 2 + 00 1 + 50
49' - 0"
PRECAST
CONCRETE
MONOLITH B5
6' - 0"
18' - 4"18' - 4"
(TYP)
ELECTRICAL
UTILITY TUNNEL
MECHANICAL
UTILITY TUNNEL
FIXED LADDER
(YS519, TYP)
DD1N SW STAIR
SLOPE
SLOPE
ELECTRICAL
MANHOLE AC-522
(7'-8" DEEP)
18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4"
EL -5.28
EL -5.28
6' - 0" 49' - 0" 6' - 0" 49' - 0"
2'
0" 5'
6"
5'
6" 2'
0"
M08 M08
2" DEEP X 4" WIDE,
GUTTER (TYP)
7' - 6" 8' - 0"
2'
0" 6'
0"
FLOOR ACCESS
DOOR (YS519)
PRECAST
CONCRETE
MONOLITH B4
PRECAST
CONCRETE
MONOLITH B3
CJ AND WS
TYPE A (TYP)
CJ AND WS
TYPE A (TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND (TYP)
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
(T
YP
EQ
(T Y P
EQ
DD1W NW STAIR
3'
6" 3'
0"
3' - 0"
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
4:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS109
DAM NJD ZRM
12823201 269 1056
8' 0 8' 16' 1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL -5.28
NOTES:
1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE
ARCHITECTURE DRAWING UA601.
AM
EN
DM
E N T
1 1 /1
6/
YS333
A3
YS326
CENTER WALLCL
ST
A
0+
.0
0 + 00
M
AT
C H
LI
N
E (S
EE
Y
S1
1 + 00
HEAD END WALL
49' - 0"
PRECAST
CONCRETE
MONOLITH B2
A3
YS334
1" EXPANSION JOINT
ELECTRICAL
UTILITY TUNNEL
MECHANICAL
UTILITY TUNNEL
18' - 4" CONNECTING STRUCTURE
TO EXISTING PUMPWELL
FIXED
LADDER
(YS519, TYP)
A3
YS335
DD1N SE STAIR
DN
UP
UP
1/ 8"
/8
M08
M08
M08
ELECTRICAL
MANHOLE
AC-524 (7'-8"
DEEP)
FIXED
LADDER
(YS519, TYP)
EL -5.28
EL -5.28
EL -8.28
EL -8.28
18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 16' - 3"
2'
0" 5'
6"
5'
6" 2'
0"
5'
8"
5'
4"
6'
5" 4'
7"
6' - 0" 49' - 0" 6' - 0" 40' - 4" 18' - 8"
PRECAST
CONCRETE
MONOLITH B1
5' - 7 1/2" 8' - 1 1/4" 22' - 3 1/4"
7'
1/
2" 7'
6"
EL -15.95
EL -22.96
EL -2.62
2" DEEP X 4" WIDE,
GUTTER (TYP)
M08
PROVIDE ANTI-SKID
SAFETY COATING
ON RAMP (TYP)
1/ 8"
21' - 7 3/4"
18' - 7 1
/4"
4' - 2" 5' - 2"
2'
0" 6'
0"
FLOOR ACCESS
DOOR (YS519)
1" EXPANSION JOINT
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXCEL BRACING WALL
ANCHORS @ 8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
1" EXPANSION
JOINT BELOW
2'
1/
2" 3'
0"
7'
1/
2"
FILLING CULVERT
GATE SLOT
1" EXPANSION JOINT WITH
EXISTING ENTRANCE STRUCTURE
20' - 8"
CJ AND WS
TYPE A (TYP)
CJ AND WS
TYPE A (TYP)
(T
YP
EQ
(T Y P
EQ
DD1W NE STAIR
CJ (TYP) 3'
6" 3'
0"
3' - 0"
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
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R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
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-S 1_ nd y o co _r em ot e.
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: 4
4:
A M
C
EN
TE
R
W
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- C
O N
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ET
E
- P
LA
N S
SH
EE
T
O F
YS110
DAM NJD ZRM
12823202 270 1056
8' 0 8' 16' 1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL -5.28
NOTES:
1. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE
ARCHITECTURE DRAWING UA601.
AM
EN
DM
E N T
1 1 /1
6/
YS324
A3
YS329
A2
YS331
4 + 00
CENTER
WALL
CL
M
AT
C H
LI
N
E (S
EE
Y
S1
M
AT
C H
LI
N
E (S
EE
Y
S1
ST
A
2+
.3
3 + 50 3 + 005'-0" x 6'-0"
DRAINAGE/ DEWATERING
CULVERT FROM DD1E
DEWATERING
INLET (TYP)
FL
O
W
FL
O W
DEWATERING
INLET (TYP)
49' - 0" 49' - 0"
PRECAST
CONCRETE
MONOLITH B7
A3
YS330
BLOCKOUT FOR
BONNETED GATE
(TYP)
FLOW
FLOW
(T
YP
(T
YP
YS520
B4
FIXED LADDER
(YS519, TYP)
FIXED LADDER
(YS519, TYP)
4'
0"
6'
0"
5'
0" 6'
0"
4'
0"
6' - 0" 49' - 0" 6' - 0" 49' - 0" 6' - 0"
3'
6" 7'
0"
5'
6" 5'
0"
5'
6" 7'
0"
3'
6"
4'
0"
4'
0"
2' - 0" 13' - 0" 5' - 0" 11' - 0" 16' - 0" 2' - 0"
2' - 0" 34' - 0" 11' - 0"
(TYP)
(TYP)
CJ
CJ
CJ
CJ
PRECAST
CONCRETE
MONOLITH B6
PRECAST
CONCRETE
MONOLITH B5
EL -40.00
2' - 6" 5' - 0"
CJCJ
CJ
CJ
CJ
CJ
CJ 11
5'
0"
4'
0"
4'
0"
CJ
CJ
CJ
CJ
TYPTOPPING SLAB
EL -36.43
TOPPING SLAB
EL -36.43
SAND TRAP
(TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
WS TYPE A, ALL
AROUND (TYP)
(TYP)
4' - 0"
(TYP)
5' - 0"
6'
0"
TRASHRACK (TYP)
HINGED TRASHRACK
FOR CULVERT
ACCESS (TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND (TYP)
WS TYPE A, ALL
AROUND (TYP)
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
WS TYPE A, ALL
AROUND (TYP)
YS520
B2
SS W5X16 HOIST
BEAM FOR MANUAL
HOIST AND TROLLEY
(NOTE 1, TYP)
0"
1'
6"
0" 1'
6"
PLACE REINFORCEMENT TO
ALLOW FOR FUTURE CORE
DRILLING FOR DISCHARGE PIPE
ROUTING (TYP)
(4) 8" DIA SS TYPE 316L,
SCH 10S DISCHARGE
PIPES ABOVE (TYP)
YS520
B2
YS520
B2
DISCHARGE PIPE
CONNECTION
EL -40.43 (TYP)
10" (TYP)
2' - 2" (TYP)
(T
YP
9'
4"
(TYP)
2' - 6"
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 4
4:
A M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS114
DAM NJD ZRM
12823206 274 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN AT EL -36.00
8' 0 8' 16' 1/8" = 1'-0"
8' 0 8' 16' 1/8" = 1'-0"
8' 0 8' 16' 1/8" = 1'-0"
NOTES:
1. HOIST BEAM WITH MANUAL HOIST AND HAND-OPERATED
TROLLEY FOR OUTDOOR SERVICE WITH MINIMUM RATED
CAPACITY OF 1-TON AND MINIMUM LIFT HEIGHT OF 15-FT
SHALL BE PROVIDED FOR EACH DRY DOCK AND SHALL
MEET THE REQUIREMENTS OF SPECIFICATION SECTION
41 22 23.19 AND DWG PS501. PROVIDE A TOTAL OF 4
TROLLEYS AND 4 HOISTS. TROLLEY SHALL BE MODEL
NO. PTF2010 AS MANUFACTURED BY HARRINGTON
HOISTS, INC. OR MODEL NO. CBTP-0100 AS
MANUFACTURED BY COFFING HOISTS. HOIST SHALL BE
MODEL NO. CB010-15 AS MANUFACTURED BY
HARRINGTON HOISTS, INC. OR MODEL NO. LHH-1B-15 AS
MANUFACTURED BY COFFING HOISTS.
AM
EN
DM
E N T
1 1 /1
6/
YS336
0 + 00
T/ CURB
EL 13.00
T/ WALL
EL 12.00
CONNECTING
STRUCTURE
TO EXISTING
PUMPWELL
CURB
1' - 0"
UP
CL CENTER
WALL
CJ
2'
9"
NORTH DOCKWALL
4'
3"
1'
0"
SCUPPER
(YS503, TYP)
HEAVY DUTY
FLOOR
ACCESS DOOR
(YS519)
10' - 0"
EL 9.70
WATER LEVEL
MARKER BOARD
(YS505)
EL 9.70
WATER LEVEL
MARKER BOARD
(YS505)
EL -15.95
5' - 8"
C U
R B
1'
0"
1" EXPANSION
JOINT WITH
WS TYPE E
4'
8"
4'
8"
3'
7/
8"
2' - 6"
11' - 11 5
/8"
3' - 5 3/4" 3' - 1"
2' - 6" 21' - 2 3/4"
2'
3'
1"
WINCH AND
CONCRETE PAD
(YS504)
DD1NCL
1" EXPANSION
JOINT
WINCH
CONTROLLER
8' - 9"
/2
FIXED LADDER
(YS519, TYP)
HEAVY DUTY
FLOOR ACCESS
DOOR (YS519)
A3
YS336
0 + 00
CL CENTER
WALL
EL 2.09
NORTH DOCKWELL
FIXED LADDER
(YS519, TYP)
EL -8.28
EL -8.28
M08
UT-100.3
SHIPS LADDER
2' - 0" 6' - 0" 2' - 0"
EL -2.62
EL -5.28
EL -8.28
EL -8.28
EL -3.61
10' - 0"
4' - 0" 3' - 0"
WATER LEVEL
MARKER
BOARD (YS505)
HANDRAIL
(YS523, TYP)
1" EXPANSION
JOINT WITH WS
TYPE E
FIXED LADDER
(YS519, TYP)
SLOPE
/4
5'
0"
/2
1" EXPANSION
JOINT WITH
WS TYPE E
2'
0" 6'
0"
2'
0"
UP
UP
DN
UP
4' - 0" 3' - 1"
DN
EL -18.20
3'-0 x 3'-0"
COLUMN (TYP)
EL -18.20
EL -5.28
GUTTER
EL -8.28
WATER LEVEL
MARKER BOARD
(YS505)
EL -15.95
CJ
FLOOR
ACCESS DOOR
(YS519, SIM)
FLOOR
ACCESS DOOR
(YS519, SIM)
SHIPS LADDER
ELECTRICAL
MANHOLE TC-6
ELECTRICAL
MANHOLE
AC-521
ELECTRICAL
MANHOLE TC-6
3'
0"
WS TYPE E
1" EXPANSION JOINT
WITH WS TYPE C, ALL
AROUND CULVERT
CONNECTIONS
1' - 4 1/2" 3' - 0"
1' - 4 1/2"
2'
1/
4"
3'
0"
/8
6'
5" 2'
3/ 4"
2'
6" 1'
1/
2"
2' - 8 1/4" 2' - 6" 9 3/4"
A3
YS336
0 + 00
PRECAST
CONCRETE
SLAB A1
CL CENTER
WALL
5'-0" x 6'-0"
DRAINAGE/
DEWATERING
CULVERT
FROM DD1E
T/ TOPPING SLAB
EL -36.43
PRECAST
CONCRETE
MONOLITH B1
6'-0" DIA
DRILLED SHAFT
1" EXPANSION JOINT
WITH WS TYPE E, ALL
AROUND CULVERTCJ
CJ
WATER LEVEL
MARKER BOARD
(YS505)
T/ FLOOR
EL -36.43
NORTH
DOCKWALL
WS TYPE A
(TYP)
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 5
1:
A M
D D
1N H
EA
D
E N
D W
AL
L
- C O
N C
R
ET
E
- P
LA
N
S
YS117
DAM NJD ZRM
12823209 277 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 2.09
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL -36.43 8' 0 8' 16'
1/8" = 1'-0"
NOTES:
1. THE SCUPPERS WITH INLINE CHECK VALVES AROUND
DD1W AND THE SCUPPERS WITHOUT INLINE CHECK VALVES
AROUND DD1N.
2. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE
ARCHITECTURE DRAWING UA601.
AM
EN
DM
E N T
1 1 /1
6/
YS340
A3
YS338
CENTER WALLCL
EXISTING PUMPWELL
DD1W EXISTING DD1E
EL -15.95
EL -3.00
EL -8.28
0 + 00
1" EXPANSION
JOINT
A3
YS341
A3
YS342
A3
YS339
SEE UTILITY
ENCLOSURE
DRAWINGS
(TYP)
EL -22.96
DD1N
2' - 0" 6' - 0" 2' - 0"
EL -8.28
HEAD END WALL
3'-0" DIA DRILLED SHAFT
/2
SAWCUT 12' -7 1/2"
OPENING
IN EXISTING WALL
2' - 6"
M08
M08
UT-100.3
UT-100.2
10' - 3" 22' - 4 1/8" 5' - 2 1/8"
10' - 5" 10' - 6" 17' - 8" 13' - 0"
UTILITY ENCLOSURE
SLAB ABOVE
ENCASE EXISTING
ANCHOR IN CONCRETE
WALL (TYP)
M08
M08
M08
STEEL FLOOR
HATCH FOR
MANHOLE BELOW
4'
0"
/8
1' - 6"
3'-0" DIA DRILLED SHAFT
2'-6" DIA DRILLED SHAFT
2'-0" DIA DRILLED SHAFT
3'-0" DIA
DRILLED
SHAFT
2'-6" DIA DRILLED
SHAFT
10' - 6"
10' - 6"
BOTTOM SLAB OF
ELECTRICAL MANHOLE
EL -8.28
EL -8.28
2'
0"
/8
5' - 0"
4' - 9"
14' - 3" 30' - 1 1/4"
NON-MARINE
BACKFILL CONCRETE
ABOVE SECANT PILES
EL -8.28
TYPE C WS (TYP)
/8
3/ 8"
5'
1/
8" 8'
6"
/2
(T Y P
1'
6"
1'
6"
1'
3/
8"
3'
4" 5'
8"
5' - 0" 8' - 8" 2' - 0"
2'
7/
8"
B5
YS340
1" EXPANSION
JOINT
DRAINAGE/FILLING CULVERT
SLUICE GATE SLOT
1" EXPANSION JOINT WITH DOUBLE WS, TYPE C, ALL
AROUND CULVERT AND TUNNEL CONNECTIONS,
REMOVE EXISTING SHEETPILE AND RIBBED CONCRETE
SURFACE (3'-0" CLEAR ALL AROUND TUNNEL/CULVERT
OPENINGS) TO CONNECT WS DIRECTLY TO A FLAT
CONCRETE SURFACE
1' - 6" THICK
FOUNDATION SLAB
EL -3.63
26' - 7" 3' - 0"
1" EXPANSION JOINT
WITH DOUBLE WS, TYPE
E (NEW CONCRETE) OR
TYPE C (EXISTING
CONCRETE), ALL
AROUND CULVERT AND
TUNNEL CONNECTIONS
8' - 4 1/8" 6' - 0" 8' - 2 1/8" 5' - 4"
6'
0"
/8
5'
6"
C5/US403
17' - 10 1/2"
3' - 0" 4' - 3 3/4"
/4
3'
0"
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
4'-0" DIA SECANT PILE
BELOW (SEE
GEOTECHNICAL
DRAWINGS)
4'-0" DIA SECANT
PILE BELOW
(SEE GEOTECHNICAL
DRAWINGS)
EDGE OF 7'-0"
GRADE BEAM
MANHOLE COVER
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
: 5
3:
A M
C O
N N
EC
TI
O N
T O
E
XI
ST
IN
G P
U M
PW
EL
L
AN
D U
TI
LI
TY
E
N C
LO
SU
R E
C O
N C
R
ET
E
- P
LA
N
S
- S
H
EE
T
O F
YS119
DAM NJD ZRM
12823211 279 1056
8' 0 8' 16' 1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL -8.28
NOTES:
1. SEE GEOTECHNICAL DRAWING BY102 FOR SECANT PILES,
DRILLED SHAFTS, MICROPILES AND EXCAVATION SUPPORT.
2. FOR PARTITION TYPE AND DOOR TYPE DETAILS SEE
ARCHITECTURE DRAWING UA601.
3. PROVIDE TYPE E (NEW CONCRETE TO NEW CONCRETE) OR
TYPE C (NEW CONCRETE TO EXISTING CONCRETE)
WATERSTOP IN ALL EXPANSION JOINTS AROUND
PERIMETER OF INTERIOR SPACES.
4. COAT EXPOSED REINFORCING BARS IN SAWCUT OPENINGS
WITH EPOXY.
AM
EN
DM
E N T
1 1 /1
6/
67' - 0"
33' - 6" (26 3/4" THICK) 33' - 6" (12" THICK)
4' - 0"
5' - 0" 10' - 0" 5' - 0" 9' - 6" 33' - 6"
EL -35.18
A3
YS343
A3
YS344
A2
YS345
DD1NCL
ENTRANCE
STRUCTURE
CL
CAISSON NOT
SHOWN
1'-0" THICK
BERTH 11
ELEVATED
DECK SLAB
EX
IS
TI
N
G D
D 1W
EN
TR
AN
C E
ST
R
U C
TU
R
E (P
-3
DD1N DRY DOCK
6'
1/
4"
/4
/4
/4
EL -33.43
EL 12.00
3'
6"
EL -33.43
EL -35.18
7'-0" DIA DRILLED
SHAFTS (TYP)
INNER SEAT DRAIN
CAISSON SEAT
PANEL (TYP)
1'
9"
WS TYPE A
CAISSON SEAT
ARMORING
STEEL (TYP)
WS
TYPE A
EL 12.00
EL 9.70 ±
REMOVABLE
HANDRAIL (TYP)
CJ, AND WS, TYPE A
SEE NOTE 2
WINCH AND
CONCRETE PAD
(YS504)
FAIRLEAD RINGS
(YS504, TYP)
2'-3" THICK
BERTH 11 ELEVATED
DECK SLAB
CJ, SEE NOTE 2
1" EXPANSION
JOINT
WINCH CONTROLLER
CJ AND WS,
TYPE C
YS509
A3
YS510
B2
YS510
A3
8" PP-R DRAIN
PIPE; 2% SLOPE
CL
CONNECT WITH EXISTING 8" SCH 80 PVC
DRAINAGE PIPE FROM DD1W ENTRANCE
STRUCTURE (INVERT EL -39.86 ±)
YS510
C2
TO DRAINAGE
VALVE PIT
CJ
SPLICE WS WITH EXISTING WS
AT BASE OF EXISTING DD1W
ENTRANCE STRUCTURE
TYPE C WS (ROUTE FROM EL
11.66 AND SPLICE WITH
EXISTING WS AT BASE OF
EXISTING DD1W ENTRANCE
STRUCTURE)
1'
9"
9'
0"
2'
6"
PUMP STATION
AND CENTER WALL
CL
A5
YS345
5' - 0"
CJ
INNER
CAISSON SEAT
OUTER
CAISSON SEAT
4' - 0"
CJ
T/ LEDGE
EL 11.00
CJ
T/ LEDGE
EL 9.77
TIDE MARKER
BOARD (YS505)
17' - 0"
CLEAT
(YS503, TYP) 9' - 11 1/2"
3'
1/
8" 2' - 6"
3'
0"
3'
1/
8"
9' - 11 1/2"
6'
8" 4'
0"
WS TYPE A
A3
YS513
B3
YS513
C3
YS513
YS122
B4
CJ AND WS, TYPE C,
SPLICE WITH WS
TYPE A TO THE
NORTH
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
6' - 11 3/4" 9' - 3"
6" 2'
0"
19' - 9 1/2" 1' - 4" 10' - 0" 1' - 4"
4' - 0" 4' - 0"
3/ 4"
1'
4"
7'
9"
1'
4"
WINCH
CONTROLLER
EXISTING PVC
WATERSTOP
(P-310)
WINCH AND
CONCRETE PAD
(YS504)
5' - 3"
FAIRLEAD RINGS
(YS504, TYP)
LADDER
(YS524)
EL 13.50
SLIDE GATE PIT WITH
GRATING COVER BETWEEN
SUPPORT BEAMS (NOTE 4)
(4) SS GRATING PANELS TYPE
W-19-4 WITH 4" X 3/8" SERRATED
BEARING BARS WITH
EMBEDDED SS FRAME (TYP)
3' - 9" 1' - 6"
(2) 4 1/2" SCH 40 PVC DRAIN PIPES
WITH INLINE CHECK VALVES,
BOTTOM PIPE INVERT EL 0.00
UPPER PIPE INVERT EL 1.50
1'
7"
1"
FENDER
(4 TOTAL,
YS505, TYP)
LIFE RING
(NOTE 3)
3'
0" 2' - 6"
3'
0"
/8
3'
0"
4" SCH 40 PVC
DRAIN PIPE WITH
INLINE CHECK VALVE,
HP INVERT EL 10.83,
SLOPE 2%
7'
6"
ENTRANCE
STRUCTURE
CL
EL 12.00
CL
7' - 8 1/4" 17' - 11 1/2"
REMOVABLE
HANDRAIL (TYP)
COORDINATE REMOVABLE
HANDRAIL ALIGNMENT
WITH CAISSON TOP DECK
HANDRAILS (TYP)
1/
2"
CL
9 3/4"
1' - 1 7/8"
2' - 3 3/4"
2' - 3 3/4" 2' - 3 3/4" 1' - 1 7/8"
1'
0"
FLANGED CONNECTION WITH
BLIND FLANGE FOR 8" DIA SS
TYPE 316L, SCH 10S DISCHARGE
PIPE BELOW GRATING (TYP)
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:1
A
M
EN
TR
AN
C
E
ST
R U
C
TU
R E
- C O
N C
R
ET
E
PL
AN
S
SH
EE
T
YS122
DAM NJD ZRM
12823214 282 1056
PLAN NORTH
SCALE: 3/32" = 1'-0"
PLAN EL 12.00
16' 0 16' 32' 3/32" = 1'-0"
1. COFFERDAM AND BRACING ARE NOT SHOWN.
2. THE CONCRETE SURFACE OF THE DD1N ENTRANCE
STRUCTURE AT THE INTERFACE WITH THE WALLS AND
FLOOR SLAB OF DD1N SHALL BE FORMED AS A ROUGH
SURFACE TO A FULL AMPLITUDE OF 1/4 INCH.
3. LIFE RING SHALL BE U.S. COAST GUARD APPROVED 30-
IN LIFE RING WITH AT LEAST 90-FT OF 600 POUND
CAPACITY LINE ATTACHED TO THE LIFE RING AND
STORED IN A LIFE RING CABINET. THE FIBERGLASS OR
POLYMER LIFE RING CABINET SHALL BE HANDRAIL
MOUNTED, HIGH VISIBILITY RED AND WHITE, DURABLE,
WEATHER AND CORROSION RESISTANT, SEALED TO
MINIMIZE INTERIOR EXPOSURE TO SALT WATER, WITH
A HINGED DOOR AND LATCH PROVIDING QUICK AND
EASY ACCESS, INSPECTION WINDOW AND QUICK
RELEASE ROPE MANAGEMENT SYSTEM.
4. GALVANIZED STEEL GRATING SHALL BE TYPE W-19-4
WITH 3" X 3/8" SERRATED BEARING BARS.
NOTES:
SCALE: 3/16" = 1'-0" B4ENLARGED PLAN
8' 0 8' 16' 3/16" = 1'-0"
AM
EN
DM
E N T
1 1 /1
6/
ST
A
5+
.3
5 + 00 4 + 50 4 + 00
DD1N ENTRANCE
STRUCTURE
REMOVABLE
GUARDRAIL
(YS503, TYP)
M
AT
C H
LI
N
E
17' - 9" 27' - 6" 27' - 6" 27' - 6" 27' - 6"
SCUPPER
(YS503, TYP)
HEAVY DUTYFLOOR
ACCESS DOOR
(YS519, SIM)
CLEAT (YS503, TYP)
CLEAT PEDESTAL (YS503, TYP)
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 9"
2' - 11"
3'
3" 3'
6"
2'
3"
ST
A 5+
.5
EL 12.00
EL 13.00
BERTH 11
C U
R B
1'
0"
1'
0"
6'
0"
7' - 0" 1" EXPANSION
JOINT
WATER LEVEL
MARKER BOARD
(YS505)
10' - 9" 7' - 0"
TIDE MARKER
BOARD (YS505)
ELEVATED DECK
EL 12.00 (YS513)
INBOARD FACE OF
DRY DOCK WALL
2'
0"
2'
6"
2' - 11" 13' - 6 3/4" 3'
6"
1'
3"
CJ CJ CJ CJ
8' - 0"
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
CJ WITH WS TYPE A
UTILITY
PENETRATIONS
NOT SHOWN (TYP)
111' - 0" 110' - 0"
CJ
7' - 0" 24' - 6"
(TYP)
27' - 6" C3
YS513
CJ WITH WS
TYPE A
CJ WITH WS TYPE A
ST
A
3+
.9
M
AT
C H
LI
N
E (Y
S1
M
AT
C H
LI
N
E
3 + 50 3 + 004 + 00
27' - 6" 27' - 6" 27' - 6" 27' - 6" 27' - 6"
SCUPPER
(YS503, TYP)
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 9" 10' - 0"
13' - 0"
3'
6"
HEAVY DUTYFLOOR
ACCESS DOOR
(YS519, SIM)
CLEAT (YS503, TYP)
CLEAT PEDESTAL (YS503, TYP)
REMOVABLE
GUARDRAIL
(YS503, TYP)
27' - 6"
EL 12.00
EL 13.00
BERTH 11
C U
R B
1'
0"
1'
0"
6'
0" 2'
0"
2'
6"10
A3
YS346
A2
YS346
A4
YS346
1" EXPANSION
JOINT
1" EXPANSION
JOINT
ELEVATED DECK
EL 12.00 (YS513)
INBOARD FACE OF
DRY DOCK WALL
CJ CJ CJ
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
UTILITY PENETRATIONS
NOT SHOWN (TYP) REMOVABLE GUARDRAIL
(YS503, TYP)
CJ WITH WS TYPE A
110' - 0" 116' - 0"111' - 0"
CJ AND
WS TYPE A
DD1N NW STAIR
CJ
(TYP)
27' - 6" C3
YS513
CJ WITH
WS TYPE A
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:0
A
M
N O
R
TH
D O
C
KW
AL
L
- C O
N C
R
ET
E
- P
LA
N
S
SH
EE
T
O
F
YS123
DAM NJD ZRM
12823215 283 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
8' 0 8' 16' 1/8" = 1'-0"
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
EN
DM
E N T
1 1 /1
6/
M
AT
C H
LI
N
E (Y
S1
M
AT
C H
LI
N
E
3 + 50 3 + 004 + 00
FIXED LADDER
(YS519, TYP)
FLOOR ACCESS
DOOR (YS519, SIM)
ELECTRICAL MANHOLE
AC-519
ELECTRICAL
MANHOLE
TC-5
8' - 0"
8"
6' - 0"
ST
A 3+
.8
2'
0" 6'
0"
2'
0"
2'
6"10
EL 2.09
A3
YS346
A2
YS346
A4
YS346
CJ
6'
0"
INBOARD FACE OF
DRY DOCK WALL
ACCESS DOOR
ABOVE
EL -27.43 EL -17.96
EL -7.91 EL 1.64
FLOOR ACCESS
DOOR (YS519, SIM)
1'
6" 3'
0"
1'
6"
2'
6" 6" 3'
6"
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
2'
6" 3'
0"
WS TYPE A
(TYP)
CJ WITH WS TYPE A
CJ WITH WS TYPE A
116' - 0"111' - 0" 110' - 0"
DD1N NW STAIR
CJ WITH
WS TYPE A
2' - 6"
3' - 0" 4' - 11" 2' - 6"
2' - 6" 1 1/4"
2'
6" 6"
8" 6' - 0"
3'
6"
ST
A
5+
.3
5 + 00 4 + 50 4 + 00
DD1N ENTRANCE
STRUCTURE
M
AT
C H
LI
N
E
FIXED LADDER
(YS519, TYP)
ST
A
4+
.8
FLOOR ACCESS
DOOR (YS519, SIM)
TIDE MARKER
BOARD (YS505)
8' - 0"
8"
6' - 0"
ELECTRICAL
MANHOLE AC-520 2'
6"
7' - 0" 1' - 0"
EL 2.09 CJ
WATER LEVEL
MARKER BOARD
(YS505)
INBOARD FACE OF
DRY DOCK WALL
2'
0"
6'
0" 2'
0"
ELECTRICAL
MANHOLE TC-7
1'
6" 3'
0"
1'
6"
2'
6" 6"
3'
6"
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
WS TYPE A
(TYP)
CJ WITH WS TYPE A
110' - 0"111' - 0"
CJ WITH WS
TYPE A
CJ WITH WS TYPE A
2' - 6" 3' - 0" 4' - 11"
2' - 6"
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:2
A
M
N O
R
TH
D O
C
KW
AL
L
- C O
N C
R
ET
E
- P
LA
N
S
SH
EE
T
O
F
YS125
DAM NJD ZRM
12823217 285 1056
8' 0 8' 16' 1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 2.09
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 2.09
AM
EN
DM
E N T
1 1 /1
6/
VM
C H
LI
N
E
M
AT
C H
LI
N
E (S
EE
Y
S1
2 + 50 2 + 00 1 + 50
ST
A
2+
.7
FIXED LADDER
(YS519, TYP)
FLOOR ACCESS
DOOR (YS519, SIM)
ELECTRICAL MANHOLE
TC-4
ELECTRICAL MANHOLE
TC-3
ELECTRICAL MANHOLE
TC-2
FLOOR ACCESS
DOOR (YS519, SIM)
8' - 0"
8"
6' - 0"
3'
6"
FLOOR ACCESS
DOOR (YS519, SIM)
6' - 0"
2'
6" 6"
6' - 0"
ST
A
1+
.7
2'
0"
6'
0" 2'
0"
2'
6"10
3'
6"
EL 2.09 CJ
CJ
INBOARD FACE OF
DRY DOCK WALL
ACCESS DOOR
ABOVE
2'
6" 3'
6"
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
2'
6" 6"
1'
6" 3'
0"
1'
6"
ELECTRICAL MANHOLE
AC-518
2'
6"
6" 3'
6"
ST
A
2+
.9
CJ WITH WS TYPE A
116' - 0"
WS TYPE A
(TYP)
DD1N NE STAIRDD1N NW STAIR
CJ WITH WS TYPE A
2' - 6"
3' - 0" 4' - 11" 2' - 6"
1 1' - 9" 2' - 6" 1' - 9"
1' - 9" 2' - 6" 1' - 9"
M
AT
C H
LI
N
E
1 + 00 0 + 50 0 + 00
HEAD END WALL
ST
A
0+
.4
FIXED LADDER
(YS519, TYP)
FLOOR ACCESS
DOOR (YS519, SIM)
ELECTRICAL MANHOLE
AC-516
ELECTRICAL MANHOLE
AC-517
FLOOR ACCESS
DOOR (YS519, SIM)
FLOOR ACCESS
DOOR (YS519, SIM)
ELECTRICAL MANHOLE
TC-6
ST
A
0+
.8
ST
A
1+
.4
8' - 0"6' - 0"
1' - 7"
6" 2'
6"
1' - 9"
2' - 6"
5' - 10"
3' - 0" 2' - 6"
3'
6"
1'
6" 3'
0"
1'
6"
8' - 0"
6"2'
6" 3'
6"
6' - 0"
2' - 0" 6' - 0" 2' - 0"
10' - 0"
2'
0" 6'
0"
2'
0"
2'
6"10
A5
YS346
WATER LEVEL
MARKER BOARD
(YS505)
EL 1.64 EL -17.96 EL -27.43
EL 2.09
CJ
INBOARD FACE OF
DRY DOCK WALL
10' - 9"
2' - 6"
3' - 0"
1'
6"
3'
0" 1'
6"
2' - 0" 2' - 6"
EL -7.91
ELECTRICAL MANHOLE
TC-2
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
WS TYPE A
(TYP)
DD1N NE STAIR
CJ WITH WS TYPE A
CJ WITH WS TYPE A
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:3
A
M
N O
R
TH
D O
C
KW
AL
L
- C O
N C
R
ET
E
- P
LA
N
S
SH
EE
T
O
F
YS126
DAM NJD ZRM
12823218 286 1056
8' 0 8' 16' 1/8" = 1'-0"
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN E 2.09
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 2.09
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
EN
DM
E N T
1 1 /1
6/
5+
.3
M
AT
C H
LI
N
E
10' - 0"
17' - 9" 27' - 6" 27' - 6" 27' - 6"
5 + 00 4 + 50 4 + 00
REMOVABLE
GUARDRAIL
(YS503, TYP)
10' - 0" 10' - 0" 10' - 0" 10' - 9"
HEAVY DUTY FLOOR
ACCESS DOOR W/ FIXED
LADDER BELOW (YS519, SIM)
SCUPPER
(YS503, TYP)
CLEAT
(YS503, TYP)
CLEAT PEDESTAL
(YS503, TYP) 6'
0"
1'
0" 1'
0"
27' - 6"
DD1W ENTRANCE
STRUCTURE
A2
YS347
WATER LEVEL
MARKER BOARD
(YS505)
17' - 9"
TIDE MARKER
BOARD (YS505)
INBOARD FACE OF
DRY DOCK WALL
8' - 0"
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
CJ WITH WS TYPE A
111' - 0" 110' - 0"
UTILITY PENETRATIONS
NOT SHOWN (TYP)
EL 13.00
EL 12.00
C5
/2 " 2'
0"
1" EXPANSION JOINT
EL 9.70
1'
1/
2"
CJ
CJ CJ CJ
7' - 0" 24' - 6"
(TYP)
27' - 6"
3'
1/
4"
CJ
24' - 6"
11' - 3" 11' - 3 3/8"
CJ WITH
WS TYPE A
CJ WITH WS TYPE A
CONTRACTION
JOINT (TYP)
EL 9.70
EL 12.00
2'
3"
3'
6"
3'
3"
4' - 9" 2' - 11"
ST
A
3+
.9
M
AT
C H
LI
N
E (S
EE
Y
S1
M
AT
C H
LI
N
E
3 + 50 3 + 004 + 00
SCUPPER W/
INLINE CHECK
VALVE
(YS503, TYP)
REMOVABLE
GUARDRAIL
(YS503, TYP)
27' - 6" 27' - 6" 27' - 6" 27' - 6" 27' - 6"
10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 9" 10' - 0"
HEAVY DUTY
FLOOR ACCESS
DOOR W/ FIXED
LADDER BELOW
(YS519, SIM)
27' - 6"
13' - 6"
4'
0" CLEAT (YS503, TYP)
CLEAT PEDESTAL (YS503, TYP)
A3
YS347
INBOARD FACE OF
DRY DOCK WALL
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
CJ WITH WS TYPE A
110' - 0"111' - 0" 116' - 0"
CJ WITH
WS TYPE A
UTILITY PENETRATIONS
NOT SHOWN (TYP)
EL 13.00
EL 12.00
/2
CJ CJ CJ
1" EXPANSION JOINT
DD1W SW STAIR
30' - 6"
(TYP)
27' - 6"
CJ
CJ
4'
1/
2"
17' - 1 1/4" 15' - 4 3/8"
2'
3/
4"
CJ WITH
WS TYPE A
EL 12.00
EL 9.70
5'
0"
/2
1" EXPANSION JOINT
CONTRACTION JOINT
1" EXPANSION
JOINT
#6 @ 6 EW
EXISTING SOUTH
CLOSURE WALL
DECK SLAB
EXISTING SOUTH CLOSURE
WALL SHEET PILING
SOUTH
DOCK WALL
CONTRACTION
JOINT
NON-MARINE
BACKFILL CONCRETE
1'-0" CONCRETE
SLAB
14' - 2 1/4"
EL. 9.70
DEMOLISHED
CONCRETE CURB
EL 12.00
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
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IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:5
A
M
SO
U
TH
D
O C
KW
AL
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- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS127
DAM NJD ZRM
12823219 287 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
8' 0 8' 16' 3/16" = 1'-0"
SCALE: 3/16" = 1'-0" C5SECTION
AM
EN
DM
E N T
1 1 /1
6/
C H
LI
N
E
M
AT
C H
LI
N
E (S
EE
Y
S1
ST
A
1+
.5
2 + 50 2 + 00 1 + 50
27' - 6" 27' - 6" 27' - 6" 27' - 6"
10' - 0" 10' - 0" 10' - 0" 16' - 9" 10' - 0" 10' - 0"
SCUPPER
(YS503, TYP)
REMOVABLE
GUARDRAIL
(YS503, TYP)
CLEAT (YS503, TYP)
CLEAT PEDESTAL
(YS503, TYP)
HEAVY DUTY FLOOR
ACCESS DOOR W/
FIXED LADDER BELOW
(YS519, SIM)
13' - 6"
4'
0"
27' - 6" 27' - 6"INBOARD FACE OF
DRY DOCK WALL
C5
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
116' - 0"
CJ WITH WS TYPE A
UTILITY PENETRATIONS
NOT SHOWN (TYP)
CJ CJ CJ CJ
1" EXPANSION JOINT
/2
DD1W SE STAIR
EL 12.00
EL 9.70
CJ
(TYP)
27' - 6"
CJ WITH WS TYPE A
5'
0"
/2
1" EXPANSION JOINT
CONTRACTION JOINT
1" EXPANSION
JOINT
#6 @ 6
EW (TYP)
EXISTING 5'-0" DIA
SECANT PILE WALL
EXISTING
REINFORCED
CONCRETE DECK
EXISTING GRANITE
BLOCK QUAY WALL
EL 9.70
EXISTING UTILITY
TUNNEL
SOUTH
DOCK WALL
EXISTING ANCHOR SEAT
CONTRACTION
JOINT
10' - 2 1/2" 5' - 0"
NON-MARINE
BACKFILL CONCRETE
EL 12.00
ELECTRICAL DUCT
BANK NOT SHOWN
PROVIDE COMPRESSIBLE
MATERIAL AROUND
ANCHOR HEAD PRIOR TO
CONCRETE PLACEMENT
15' - 2 1/2" 1'-0" CONCRETE
SLAB
A5
YS347
M
AT
C H
LI
N
E
27' - 6" 27' - 6" 27' - 6" 27' - 6" 28' - 0 3/4"
1 + 00 0 + 50 0 + 00
SCUPPER
(YS503, TYP)
HEAVY DUTY FLOOR
ACCESS DOOR W/
FIXED LADDER BELOW
(YS519, SIM)
CLEAT (YS503, TYP)
CLEAT PEDESTAL (YS503, TYP)REMOVABLE
GUARDRAIL
(YS503, TYP)
10' - 0" 10' - 0" 10' - 0" 14' - 1 3/8" 7' - 0 1/2"
27' - 6"
ST
A
0+
.4
2'
1/
4" 2'
1/ 8"
9'
5/
8"
EL -22.96
WATER LEVEL MARKER
BOARD (YS505)
EL -22.96
INBOARD FACE OF
HEAD END WALL
INBOARD FACE OF
DRY DOCK WALL
EL 9.70
CJ
1" EXPANSION JOINT
WITH WS TYPE C
1" EXPANSION JOINT
BETWEEN EXISTING
APRON AND DOCK WALL
WITH WS TYPE C
T/ EXISTING APRON
EL -22.96
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
EXISTING
DD1E APRON
UTILITY PENETRATIONS
NOT SHOWN (TYP)
6'-0" DIA DRILLED
SHAFT (TYP)
EL 13.00
EL 12.00
CJ CJ CJ CJ CJ
1" EXPANSION
JOINT
/2
DD1W SE STAIR
EL 12.00
19' - 6" 34' - 5 1/8" 15' - 4 1/2"
CJ WITH
WS TYPE A
CJ WITH
WS TYPE A
1" EXPANSION JOINT
SOUTH FACE
OF DOCKWALL
1'-0" CONCRETE
SLAB
CONTRACTION
JOINT
EDGE OF EXISTING
BERTH 1 DECK SLAB
FACE OF EXISTING
DD1E ENTRANCE
STRUCTURE
CONTRACTION
JOINT
5'
0"
/2
1" EXPANSION
JOINT
EL 9.70
EL 12.00
1' - 0" WIDE X
1' - 0" HIGH CONCRETE CURB
EXISTING CURB
B5
YS128
ST
A
-1
9.
ST
A
-1
3.
4' - 9"
2'
3" 3'
6"
3'
3" 2' - 11" 1
1' - 6"
T/ SOUTH
DOCK WALL
EL 12.00
ROUGHEN
EXISTING SURFACE
3 - #4 U-BARS, DRILL AND GROUT
INTO EXISTING ENTRANCE
STRUCTURE, 12" MIN
EMBEDDEMENT
1" EXPANSION
JOINT WITH
WS TYPE C
T/ EXISTING
ENTRANCE
STRUCTURE
EL 9.70
T/ EXISTING CURB
EL 10.70
1/8" X 3/4" WS,
TYPE D
KEY PLAN
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:1
A
M
SO
U
TH
D
O C
KW
AL
L
- C
O N
C R
ET
E
- P
LA
N S
SH
EE
T
O F
YS128
DAM NJD ZRM
12823220 288 1056
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
NOTES:
1. PROVIDE SCUPPERS WITH INLINE CHECK VALVES IN CURBS
SCALE: 3/16" = 1'-0" C5SECTION
PLAN NORTH
SCALE: 1/8" = 1'-0"
PLAN EL 12.00
SCALE: 1/2" = 1'-0" B5SECTION
AM
EN
DM
E N T
1 1 /1
6/
LEGEND:
FLOAT-IN PRECAST CONCRETE
MONOLITHS
EXISTING
CAST-IN-PLACE CONCRETE
TREMIE CONCRETE
M
AT
C H
LI
N
E (S
EE
Y
S3
108' - 0"
ST
A
5+
.3
ST
A
4+
.3
DD1W ENTRANCE
STRUCTURE (P-310)
DEWATERING
CHAMBER
DRAINAGE
SUMP PIT
FIXED LADDER
(YS519, TYP)
PUMP ROOM
EL 12.00
6'-0" x 8'-0"
DEWATERING
CULVERT
CJCJ CJ
GRATING
(YS522 )
113' - 0"
EL -46.43
DRAINAGE
VALVE PIT
EL 9.00
7'
3/ 4"
YS519
A5
YS519
B4
YS519
B5
TYP
TYP
TYP
YS521
A2
YS521
A4
YS522
A5
YS522
A4
DRAINAGE
VALVE PIT
6'-0" DIA DRILLED
SHAFT (TYP)
PRECAST
CONCRETE
MONOLITH B8
APPROX TOP OF ROCK
7' - 0" 49' - 0" 6' - 0" 49' - 0" 6' - 0"
PRECAST
CONCRETE
MONOLITH B9
EL -3.00
EL -50.43
EL -55.43
51' - 8" 7' - 6"
EL -55.43
EL -38.43
EL -28.43
EL -5.28
EL 5.00
EL 6.20
EL 9.70
17' - 9" 27' - 6" 27' - 6" 27' - 6" 27' - 6"
PRECAST
CONCRETE
MONOLITH B7
49' - 0"
3' - 10"
4' - 6" 4' - 9" 4' - 6" 2' - 6"
6' - 3" 3' - 6"
EL -8.28 EL -8.28
EL -15.00
CJ AND WS TYPE A
(NEW CONCRETE) AND
TYPE C (EXISTING
CONCRETE),
CONTINUOUS ALL
AROUND
8' - 4"23' - 0"6' - 6"3' - 0"
EL -49.00
TREMIE CONCRETE
CUT-OFF SLAB
T/ WS EL 11.66
CJ AND WS TYPE A, AT
EXTERIOR WALLS AND
FLOOR
REMOVABLE
GUARDRAIL (TYP)
CLEAT (TYP) STAIR OPENING
18' - 8" 15' - 8"
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
4"EL -3.00
CJ AND WS TYPE A,
CONTINUOUS ALL
AROUND
WS TYPE A, ALL
AROUND (TYP)
CJ
FIXED LADDER
(YS519)
CJ
EXTEND WS TYPE A UP
TO EL 10.50 WITHIN
CURB (TYP)
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
CHECK GRAPHIC SCALE BEFORE USING
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
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
SHEET
NAVFAC DRAWING NO.
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
C
AP
IT
AL
IM
PR
O
VE
M
EN
T C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
P-
M
U
LT
I-M
IS
SI
O
N D
R Y
D O
C K
#1
DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
IE
D
UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
Richard Powers, C980 10/15/20
C
U s er s\ Pu b l ic
\D oc u m en ts \L oc a l_ Re v i t_
Fil es
\D
RY
D S
W T R
-1
5 9
-S 1_ nd y o co _r em ot e.
rv t
/3 0/
0 :
:1
A
M
C
EN
TE
R
W
AL
L
- C
O N
C R
ET
E
- S
EC
TI
O
N S
SH
EE
T
O F
YS323
DAM NJD ZRM
12823282 319 1056
8' 0 8' 16' 1/8" = 1'-0"
NOTES:
1. PROVIDE AN OSHA COMPLIANT PERSONAL FALL ARREST
SYSTEM ON ALL LADDERS TALLER THAN 24 FEET.
SCALE: 1/8" = 1'-0" YS103 A3
SECTION
YS107
YS113
AM
EN
DM
E N T
1 1 /1
6/
4+
.3
M
AT
C H
LI
N
E (S
EE
Y
S3
M
AT
C H
LI
N
E (S
EE
Y
S3
18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4" 18' - 4"
TOP OF CURB
EL 10.70
REMOVABLE
GUARDRAIL (TYP)
CONCRETE COVER
(4 EQUAL PANELS)
COLUMN
3'-0"x3'-0" (TYP)
EL -36.43
EL -55.43
CONCRETE
COVER
(4 EQUAL
PANELS)
ST
A
3+
.3
18' - 4"
5'-0" x 6'-0"
DRAINAGE/ DEWATERING
CULVERT FROM DD1E
CJ
PRECAST
CONCRETE
MONOLITH B6
COLUMN
3'-0"x3'-0"
(TYP)
GATE ROOM
ELECTRICAL
UTILITY TUNNEL
CLEAT (TYP)
27' - 6"27' - 6"27' - 6"27' - 6"27' - 6" 27' - 6"
6'-0" DIA DRILLED
SHAFT (TYP)
FIXED LADDER
(SEE YS519)
YS519
B2
12% SLOPE
12% SLOPE
EL -40.00
EL -46.43
CJ
CJ
PRECA…
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