Amendment 12 - Structural Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- N4008520R0021
About this file
This solicitation is for design-bid-build construction services for the P-381 Multi-Mission Dry Dock #1 project located at the Portsmouth Naval Shipyard in Kittery, Maine. The scope of work includes constructing a partitioned addition to dry dock #1 within the superflood basin area consisting of two bays, dry dock #1 North and dry dock #1 West, of sufficient size and depth to support maintenance and overhaul of Virginia Class submarines. New construction will comprise concrete floors, walls and center wall, new pump well systems, a pump station building, portal crane rails, mooring hardware, mechanical and electrical utilities, utility tunnels and all required appurtenances. Modifications will be made to the existing basin closure wall and Berths 1 and 11. The existing dry dock #1 pump well will be connected to the new pump well system and interior modified. The solicitation was issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy.
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Text version
TF
F
F
F F
F
F
F
BERTH 1
BERTH 11
DD1WCL
DD1NCL
CENTER WALLCL
T/ NORTH DOCKWALL
EL 12.00
T/ SOUTH DOCKWALL
EL 12.00
PUMP STATION
CAISSON
(TYP)
CAISSON
SEAT (TYP)
EL 12.00
.5
.4
.4
.6
EL 12.00
T/ DD1N HEAD
END WALL
EL 12.00
T/ DD1W HEAD
END WALL
EL -22.96
T/ EXISTING
APRON
EL -22.96
EL -36.43
PIT
EL -43.43
0 + 000 + 501 + 001 + 502 + 002 + 503 + 003 + 50 4 + 00
4 + 505 + 005 + 50
67.00
67.00
UTILITY ENCLOSURE
EXISTING
PUMPWELL
.6
B3
YS301
B3
YS302
B3
YS303
A3
YS304
A3
YS305
B3
YS306
0.
3.
EX
IS
TI
N
G D
D 1W
E N
TR
AN
C E
ST
R
U C
TU
R
E (P
-3
D
D 1N
E N
TR
AN
C E
ST
R
U C
TU
R
E
.1
.4
.4
6.
DD1N ENTRANCE
STRUCTURE
CONNECTION
TO EXISTING
PUMPWELL
DD1N SW STAIR
PIT
EL -43.43
496.00
EL -33.43
PIT
EL -43.43 PIT EL -43.43
DD1ECL
EL -36.43
T/ CENTER WALL
EL 9.70
DD1N NE STAIR
DD1W SE STAIR
BERTH 11
ELEVATED DECK
EL 12.0
T/ EXISTING DECK
EL 9.70
T/ EXISTING DECK
EL 9.70
EXISTING SOUTH
CLOSURE WALL
TIDE MARKER BOARD
TIDE MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
WATER LEVEL
MARKER BOARD
TIDE MARKER BOARD
TIDE MARKER BOARD
.0
.0
.5
.5
WATER LEVEL
MARKER BOARD
SAND TRAP (TYP)
SAND TRAP (TYP)
EXISTING TIDE
MARKER BOARD
EXISTING FENDERS,
LADDER AND LIFE
RING NOT SHOWN
502.00 4.00
EL 9.70
EL 12.00
TIDE MARKER
BOARD
.5
.0
FLOOR GUTTER (TYP)
EL 9.70
EL 12.00
EL 12.00
EL -35.18
DD1N NW STAIR
DD1N SE STAIR
DD1W NW
STAIR
DD1W NE
STAIR
DD1W SW STAIR
1' - 0" WIDE X
1' - 0" HIGH
CONCRETE CURB
EXISTING CURB
261.17 228.17
12.67
B/ STAIR B/ STAIR 1
261.17 228.17 6.67
B/ STAIRB/ STAIR
141.50 330.00 24.50
CL OF STAIR ACCESSCL OF STAIR ACCESS
31.50 440.00 30.50
CL OF STAIR ACCESS
CL OF STAIR ACCESS
KEY PLAN
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SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SY
M
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SC
RI
PT
IO
N
DA
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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
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TM
EN
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TH
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N
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AV
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DRAWFORM REVISION: 07 AUG 2018
UNCLASSIFIED
U N C
LA
SS
IF
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UNCLASSIFIED
EJA
DSN
NBJ
LBT/LBL
1604959
DES DRW CHK
CONSTR. CONTR. NO.
SCALE: AS SHOWN
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EN
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AL
P
LA
N
YS102
DAM NJD ZRM
12823194 262 1056
PLAN NORTH
SCALE: 1" = 30'-0"
GENERAL PLAN
30' 0 30' 60' 1" = 30'
AM
EN
DM
E N T
0 1 /0
8/
VM
G
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
SE
E (Y
S1
27' - 6"
SCUPPER
(YS503, TYP)
HEAVY DUTYFLOOR
ACCESS DOOR
(YS519, SIM)
CLEAT (YS503, TYP)
CLEAT PEDESTAL (YS503, TYP)
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"
REMOVABLE
GUARDRAIL
(YS503, TYP)
13' - 0"
2'
7" 3'
6"
27' - 6"
ST
A
1+
.5
EL 12.00
EL 13.00
BERTH 11
2'
6"10
C U
R B
1'
0"
1'
0"
6'
0" 2'
0"
1" EXPANSION JOINT
1" EXPANSION
JOINT
INBOARD FACE OF
DRY DOCK WALL
ELEVATED DECK
EL 12.00 (YS513)
CJ
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
CJ CJ CJ
CJ WITH WS TYPE A
REMOVABLE
GUARDRAIL
(YS503, TYP)
UTILITY PENETRATIONS
NOT SHOWN (TYP)
116' - 0"
DD1N NW STAIR DD1N NE STAIR
(TYP)
27' - 6"
CJ
EXPANSION
JOINT
(YS513)
C3
YS513
CJ WITH
WS TYPE A
2' - 10 3/8" 14' - 0"
3'
6"
M
AT
C H
LI
N
E
27' - 6"
SCUPPER
(YS503, TYP)
HEAVY DUTY FLOOR
ACCESS DOOR
(YS519, SIM)
CLEAT (YS503, TYP)
CLEAT PEDESTAL
(YS503, TYP)
REMOVABLE
GUARDRAIL
(YS503, TYP)
1 + 00 0 + 50 0 + 00
27' - 6" 27' - 6" 27' - 6" 27' - 6" 10' - 9"
10' - 0" 10' - 0" 10' - 0" 10' - 0"
2' - 11"
3'
6"
HEAD END WALL
(YS117)
ST
A
0+
.0
10' - 0"
C U
R B
1'
0"
1'
0"
6'
0"
2'
6"
EL 12.00
EL 13.00
A5
YS346
BERTH 11
1" EXPANSION
JOINT
WATER LEVEL
MARKER BOARD
(YS505)
ELEVATED DECK
EL 12.00 (YS513)
8"
ST
A
0+
.2
6' - 8"2' - 11"
3'
6"
HEAVY DUTY
FLOOR
ACCESS DOOR
(YS519, SIM)
EXPANSION
JOINT
(YS513)
CJ CJ
EXCEL BRACING
WALL ANCHORS @
8'-0" OC AT EL 9.57
AND EL -15.43 (YS512)
UTILITY PENETRATIONS
NOT SHOWN (TYP)
(TYP)
27' - 6" 28' - 4"
CJ
(MATCH EXISTING EXPANSION JOINT IN BERTH)
97' - 6" ±
C3
YS513
CJ WITH
WS TYPE A
CJ WITH
WS TYPE A
KEY PLAN
KI
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PO
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CHECK GRAPHIC SCALE BEFORE USING
N A
V A
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FA
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IN
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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
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AP
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PR
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O R
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AV
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S
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P-
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#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
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D S
W T R
-1
5 9
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6/ 2 0
2:
0 6
:1
PM
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
YS124
DAM NJD ZRM
12823216 284 1056
8' 0 8' 16' 1/8" = 1'-0"
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
ALONG DD1W AND SCUPPERS WITHOUT INLINE CHECK
VALVES IN CURBS ALONG DD1N.
AM
EN
DM
E N T
0 1 /0
8/
ST
A
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"
2'
4"
3'
6" 1'
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
14' - 0" 3' - 0"
3' - 1 1/2" 2
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
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Y, M
AI
N E
PO
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TS
M
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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
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R
IN
G C
O M
M
AN
D
C
AP
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AL
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PR
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EN
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AV
AL
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TA
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P-
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LT
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D O
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#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
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TH
D
O C
KW
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- C
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- P
LA
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SH
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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
ALONG DD1W AND SCUPPERS WITHOUT INLINE CHECK
VALVES IN CURBS ALONG DD1N.
8' 0 8' 16' 1/8" = 1'-0"
8' 0 8' 16' 3/16" = 1'-0"
SCALE: 3/16" = 1'-0" C5SECTION
AM
EN
DM
E N T
1 1 /1
6/
VM
G
AM
EN
DM
E N T
0 1 /0
8/
SPAN
SP
AN
SPAN
SP
AN
W8X15
W 8X
L4 X4
X3 /4
3'
2"
A2
YS521
YS523
A3
1/2" DIA SS ADHESIVE
ANCHORS @ 12" O.C.
(TYP)
GUARDRAIL
GUARDRAIL
A5 VERTICAL FIXED
LADDERYS519
STEEL GRATING PANEL,
TYPE W-19-4 WITH 2 1/2"
X 1/4" SERRATED
BEARING BARS
3' - 6" 3' - 0"
YS523
A5(TYP)
W8x15
(FROM WALL TO WALL)
SELF-CLOSING
GATE
EL -50.43
W8CL
W8CL
T/ GRATING
EL -23.00
EL -50.43
3' - 4"
1 1/2" DIA x 1'-8" LONG
PIPE WELDED TO GRAB
BARS TO ACT AS A STOP
OF SELF-CLOSING GATE
L4X4X3/4
W 8X
L4 X4
X3 /4
W8X15
YS523
A3
A4
YS521
1/2" DIA SS ADHESIVE
ANCHORS @ 12" O.C.
(TYP)
GUARDRAIL
A5 VERTICAL FIXED
LADDERYS519 STEEL GRATING
PANEL, TYPE W-19-4
WITH 2 1/2" x 1/4"
SERRATED BEARING
BARS
3' - 7" 4' - 9"
YS523
A5 (TYP)
1/2" DIA SS ADHESIVE
ANCHORS @ 12" O.C.
(TYP)
W8x15
(FROM WALL TO WALL)
SELF-CLOSING
GATE
3'
2"
T/ GRATING
EL -23.00
3' - 5"
1 1/2" DIA x 1'-8" LONG
PIPE WELDED TO GRAB
BARS TO ACT AS A STOP
OF SELF-CLOSING GATE
W8
EL -50.43
CL
W8CL
W8X15 W8X15
YS521
L4X4X3/4
STEEL GRATING PANEL, TYPE
W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
A5 VERTICAL FIXED
LADDERYS519
A5 GUARDRAIL
AND POSTYS519
SELF-CLOSING
GATE (TYP)
EL -23.00
2 2
W8X15 W8X15
YS521
L4X4X3/4
STEEL GRATING PANEL, TYPE
W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
A5 VERTICAL FIXED
LADDERYS519
A5 GUARDRAIL
AND POSTYS519
SELF-CLOSING
GATE (TYP)
EL -23.00
Mechanical Gallery
KI
TT
ER
Y, M
AI
N E
PO
R
TS
M
O U
TH
N
AV
AL
S H
IP
YA
R D
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
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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#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
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YS521
DAM JHA ZRM
12823328 365 1056
SCALE: 3/4" = 1'-0" B2
TOP VIEW OF LANDING PLATFORM
AT VALVE CHAMBER WEST
@ EL -23.00
SCALE: 3/4" = 1'-0" B4
TOP VIEW OF LANDING PLATFORM
AT VALVE CHAMBER EAST
@ EL -23.00
NOTES:
SCALE: 3/4" = 1'-0" YS323 A2
LANDING PLATFORM SECTION AT
VALVE CHAMBER WEST
SCALE: 3/4" = 1'-0" YS323 A4
LANDING PLATFORM SECTION AT
VALVE CHAMBER EAST
1. ALL GRATING PANELS SHALL BE REMOVABLE, SERRATED
AND GALVANIZED STEEL.
2. EACH GRATING PANEL SHALL BE BOLTED ON TOP OF
STRUCTURAL SUPPORT WITH 1 BOLT AT EACH CORNER
OF PANEL (MINIMUM 4 BOLTS PER PANEL).
3. FOR DETAILS ABOUT GUARDRAIL AND VERTICAL FIXED
LADDER, REFER TO DWG NO YS519.
4. GUARDRAIL POST SHALL BE CONNECTED DIRECTLY TO
THE TOP OF STRUCTURAL SUPPORT WITH ALL AROUND
FILLET WELD. BAND GRATING BEARING BARS AROUND
HANDRAIL POST.
5. METAL GRATING PLATFORM IS DESIGNED TO SUPPORT
AN 800LB PIPING VALVE ACTUATOR IN ADDITION TO A 100
PSF UNIFORM / 3,000 LB CONCENTRATED LOAD.
3D ISOMETRIC
NO SCALE
CUT THROUGH PLATFORM
AM
EN
DM
E N T
1 2 /1
8/
VM
G
AM
EN
DM
E N T
0 1 /0
8/
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
SP
AN
W8X15
W8X15
A5
YS522
STEEL GRATING PANEL,
TYPE W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
VERTICAL
FIXED
LADDER
SELF-CLOSING
GATE
6' - 6"
3'
/8
3'
/8
3'
/8
3'
4" 3'
3'
W8X15
W8X15
W8X15
EMBEDDED
ANGLE GRATING
SUPPORT (YS502)
L4 x 4 x 3/4 W/ 1/2"
DIA SS ADHESIVE
ANCHORS @ 12" OC
T/ CONCRETE
FLOOR EL -3.0
T/ CONCRETE
FLOOR EL -3.0
3' - 2" 3' - 4"
YS523
A5 (TYP)
GUARDRAIL
3'
0"
3' - 0"
T/ GRATING
EL -3.00
W8 (TYP)CL
L3X3X1/22
W8X15
W8X15
A4
YS522
VERTICAL
FIXED
LADDER
STEEL GRATING PANEL,
TYPE W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
3'
3/
8" 3'
3/ 8"
3'
3/
8" 3'
2"
T/ CONCRETE
FLOOR EL -3.0
EMBEDDED ANGLE
GRATING SUPPORT (YS502)
SELF-CLOSING
GATE
W8X15
EMBEDDED ANGLE
GRATING SUPPORT
(YS502)
YS523
A5 (TYP)
3' - 0" 5' - 4"
GUARDRAIL
T/ GRATING
EL -3.00
W8
(TYP)
CL
3'
0"
T/ CONCRETE
FLOOR EL -3.0
L3X3X1/2
L3X3X1/2
STEEL GRATING PANEL,
TYPE W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
1/2" DIA x 6" LG SS ADHESIVE
ANCHOR @ 12" O.C.
(SINGLE ROW) (TYP)
L4 x 4 x 3/4, ALL AROUND (TYP)
YS522
STEEL GRATING PANEL,
TYPE W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
A5 VERTICAL FIXED
LADDERYS519
EL -3.00
W8X15L4 x 4 x 3/4 x 0'-9"
(TYP)
YS522
STEEL GRATING PANEL,
TYPE W-19-4 WITH 2 1/2" x 1/4"
SERRATED BEARING BARS
A5 VERTICAL FIXED
LADDERYS519
SELF-CLOSING
GATE
EL -3.00
W8X15 L4 x 4 x 3/4 x 0'-9"
(TYP)
KI
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-A
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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
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
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IN
IA
P-
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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 1/
6/ 2 0
1:
3 7
:4
A M
PU
M
PW
EL
L
- M
ET
AL
G R
AT
IN
G D
ET
AI
LS
A
T
VA
LV
E
C H
AM
BE
R S
YS522
DAM JHA ZRM
12823329
366 1056SCALE: 3/4" = 1'-0" YS107 A2
GRATING PLAN AT VALVE CHAMBER
WEST @ PLAN EL -3.0
SCALE: 3/4" = 1'-0" YS107 B4
GRATING PLAN AT VALVE CHAMBER
EAST @ PLAN EL -3.0
SCALE: 3/4" = 1'-0" B5
TYPICAL GRATING DETAIL
NOTES:
1. ALL GRATING PANELS SHALL BE REMOVABLE,
SERRATED AND GALVANIZED STEEL.
2. EACH GRATING PANEL SHALL BE BOLTED ON TOP OF
STRUCTURAL SUPPORT WITH 1 BOLT AT EACH CORNER
OF PANEL (MINIMUM 4 BOLTS PER PANEL).
3. FOR DETAILS ABOUT HANDRAIL AND VERTICAL FIXED
LADDER, REFER TO DWG NO YS519.
4. HANDRAIL SHALL BE CONNECTED DIRECTLY TO THE
TOP OF STRUCTURAL SUPPORT WITH ALL AROUND
FILLET WELD. BAND GRATING BEARING BARS AROUND
HANDRAIL POST.
SCALE: 3/4" = 1'-0" YS323 A5
GRATING SECTION AT VALVE
CHAMBER WEST
SCALE: 3/4" = 1'-0" YS323 A4
GRATING SECTION AT VALVE
CHAMBER EAST
SELF-CLOSING
GATE
AM
EN
DM
E N T
1 2 /1
8/
VM
G
AM
EN
DM
E N T
0 1 /0
8/
| YS102 - FLOAT-IN CONSTRUCTION - GENERAL PLAN |
| Sheets |
| YS102 - GENERAL PLAN |
| YS124 - NORTH DOCKWALL - CONCRETE - PLANS - SHEET 2 OF 4 |
| Sheets |
| YS124 - NORTH DOCKWALL - CONCRETE - PLANS SHEET 2 OF 4 |
| YS127 - SOUTH DOCKWALL - CONCRETE - PLANS - SHEET 1 OF 2 |
| Sheets |
| YS127 - SOUTH DOCKWALL - CONCRETE - PLANS SHEET 1 OF 2 |
| YS502 - STRUCTURAL STANDARD DETAILS - SHEET 2 OF 2 |
| YS521 - PUMPWELL - METAL GRATINGS FOR PIPE VALVE ACTUATORS |
| Sheets |
| YS521 - PUMPWELL - METAL GRATINGS FOR PIPE VALVE ACTUATORS |
| YS522 - PUMPWELL - METAL GRATING DETAILS AT VALVE CHAMBERS |
| Sheets |
| YS522 - PUMPWELL - METAL GRATING DETAILS AT VALVE CHAMBERS |
| 2021-01-14T16:33:22-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:33:52-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:33:52-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:33:52-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:33:53-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:34:04-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:34:42-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:35:01-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:35:02-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:35:02-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:35:03-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2021-01-14T16:35:12-0500 | |
| 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 .