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Text version
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
SOLICITATION NO.
PENNSYLVANIA
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
STRUCTURAL STEEL SUPPLY CONTRACT
110FT LOCK CHAMBER
NEW U.S. BULKHEAD RECESSES
CERTIFIED FINAL
DECEMBER 2014
SOLICITATION NO.
PENNSYLVANIA
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
ASSEMBLY (LINER)
LANDWALL BULKHEAD RECESS
SA-501
J W
C
M L L
B M
A
A N
S I
D
" PL4
HP10x42
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
PLAN
ELEVATION
A3
SA-501-A3
DWG REF(s) : SA-201, SA-203, SA-301
A4
SA-501-A4
DWG REF(s) : SA-203, SA-301
QUANTITY: 1
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
a u t o d e s ig n B
E C
D M
L L
L E
M O
S
A x x x .d g n a u t o s c a le
2’-6"
3"
R
ELEVATION
PLAN
R
" PL4
0 " PL4
1’-6"
QUANTITY: 1
MATERIAL: ASTM A36
L A
N D
W A
L L D
E T
A
IL
S
PLAN
ELEVATION
PLAN
ELEVATION
PLAN
ELEVATION
W5x16
A1
SA-501-A1
DWG REF(s) : SA-201, SA-203, SA-301
A2
SA-501-A2
DWG REF(s) : SA-201, SA-301
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
A5
SA-501-A5
DWG REF(s) : SA-201, SA-203,SA-301
1’-6"
R "2
R E
C E
S S A
S S
E M
B L
Y
3"
R
R
QUANTITY: 1
MATERIAL: ASTM A36
2’-1"
1’-5"
2’-1"
1’-5"
IS
N
O T R
E Q
U
IR
E D T
O B
E W
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2 3
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NUMBER
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SHEET
OF ENGINEERS
US ARMY CORPS
D A
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B E
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T H L
O C
K S A
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A M
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W U .S
B U
L K
H E
A D R
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E S
S E
S
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T L
O C
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CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
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L R
D
SA-502
C
M L L
B M
A
A N
S I
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
ELEVATION
QUANTITY: 1
MATERIAL: ASTM A36
t o d e s ig n B
E C
D M
L L
L E
M O
S
A x x x .d g n a u t o s c a le
L A
N D
W A
L L D
E T
A
5’-0"
3 " PL4
SA-502-A1
DWG REF(s) : SA-201, SA-301
A2
SA-502-A2
DWG REF(s) : SA-203, SA-301
QUANTITY: 2
MATERIAL: ASTM A36
R E
C E
S S A
S S
E M
B L
Y
PLAN
"4 3L8x6x
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
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C K
D B
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2 3
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4 5
A
B
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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T R
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P
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S W
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K S A
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A M
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A D R
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S E
S
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K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SA-505
C
M L L
B M
A
A N
S t o d e s ig n B
E C
D M
L L
L E
M O
S
A x x x .d g n a u t o s c a le
0 1" 2" 3" 4"SCALE : 6"=1’-0"
"16 31’-0
"8
" PL4
ELEVATION
1’-10"
5"6"6"
8"
2"
SIDE
QUANTITY: 2
MATERIAL: ASTM A36
R
" PL4
(TYP)
"Ø x 8" HDAS4
0 3" 6" 9" 12"SCALE : 3"=1’-0"C1
SA-505-C1 - WALL CORNER
DWG REF(s) : _________
A2
SA-505-A2 - CORNER CAP
DWG REF(s) : ________ QUANTITY: 2
MATERIAL: ASTM A36
8"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
ELEVATION
2"
PLAN
3"
R
3"
R
(TYP)
"Ø x 8" HDAS4
8"
3"R
4"
" PL4
"Ø HOLE4
3"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
R E
C E
S S A
S S
E M
B L
Y
QUANTITY: 2
MATERIAL: ASTM A572 GR 50
6°
C2
SA-505-C2
DWG REF(s) : SA-201, SA-203
A1
SA-505-A1
DWG REF(s) : SA-201, SA-301
L A
N D
W A
L L D
E T
A
IL
S
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D B
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D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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PITTSBURGH DISTRICT
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T H L
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K S A
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A D R
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S E
S
F
T L
O C
K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
ASSEMBLY (LINER)
MIDDLE WALL BULKHEAD RECESS
SA-503
C
M L L
B M
A
A N
S
" PL4
HP10x42
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
PLAN
ELEVATION
A2
SA-503-A2
DWG REF(s) : SA-202, SA-203, SA-302
A3
SA-503-A3
DWG REF(s) : SA-202, SA-203, SA-302
A4
SA-503-A4
DWG REF(s) : SA-203, SA-302
MATERIAL: ASTM A992 GR 50
t o d e s ig n B
E C
D M
L L
L E
M O
S
A x x x .d g n a u t o s c a le
3"
R
QUANTITY: 1
MATERIAL: ASTM A36
ELEVATION
PLAN
R
2’-6"
" PL4
0 " PL4
1’-6"
QUANTITY: 1
MATERIAL: ASTM A36
M
ID
D L E W
A L L D
E T
A
ELEVATION
PLAN
ELEVATION
PLAN
ELEVATION
PLAN
W5x16
R
A1
SA-503-A1
DWG REF(s) : SA-202, SA-302
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
A5
SA-503-A5
DWG REF(s) : SA-202, SA-203, SA-302
R E
C E
S S A
S S
E M
B L
Y
R
R "2
QUANTITY: 1
MATERIAL: ASTM A36
2’-1"
1’-5"
1’-6"
2’-1"
1’-5"
IS
N
O T R
E Q
U
IR
E D T
O B
E W
E L
D E
D
P
IE
C E I F S
U P
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C E
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IS
J
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D A
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D I
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IN
G L E P
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F E
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S C
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N
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2 3
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4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
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B E
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S
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S U
B M
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K S A
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A M
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W U .S
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A D R
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S E
S
F
T L
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CERTIFIED FINAL
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C
IN
L A
N D N
A V
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N D
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IG
N C
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T E
R M
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SA-504
C
M L L
B M
A
A N
S
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
ELEVATION
QUANTITY: 1
t o d e s ig n B
E C
D M
L L
L E
M O
S
A x x x .d g n a u t o s c a le
M
ID
D L E W
A L L D
E T
A
5’-0"
ELEVATION
SA-504-A1
DWG REF(s) : SA-202, SA-302
A2
SA-504-A2
DWG REF(s) : SA-203, SA-302
QUANTITY: 2
MATERIAL: ASTM A36
R E
C E
S S A
S S
E M
B L
Y
PLAN
"4 3L8x6x
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
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S U
B M
IT
T E
D B
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C A
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D A
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M A
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D E
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C O
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IN
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A R
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IN
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R D
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T R
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B U
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PITTSBURGH DISTRICT
P
IT
T S
B U
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H P
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T R
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T H L
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K S A
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A M
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W U .S
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A D R
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S E
S
F
T L
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CERTIFIED FINAL
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C
IN
L A
N D N
A V
A G
A T
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N D
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N C
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T E
R M
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L
SA-506
C
M L L
B M
A
A N
S t o d e s ig n B
E C
D M
L L
L E
M O
S
A x x x .d g n a u t o s c a le
0 1" 2" 3" 4"SCALE : 6"=1’-0"
"16 31’-0
"8
ELEVATION
1’-10"
5"6"6"
8"
2"
SIDE
QUANTITY: 2
MATERIAL: ASTM A36
R
" PL4
(TYP)
"Ø x 8" HDAS4
0 3" 6" 9" 12"SCALE : 3"=1’-0"C1
SA-506-C1 - WALL CORNER
DWG REF(s) : _________
A2
SA-506-A2 - CORNER CAP
DWG REF(s) : ________ QUANTITY: 2
MATERIAL: ASTM A36
8"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
ELEVATION
2"
PLAN
3"
R
3"
R
(TYP)
"Ø x 8" HDAS4
8"
3"R
4"
" PL4
"Ø HOLE4
3"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
R E
C E
S S A
S S
E M
B L
Y
QUANTITY: 2
MATERIAL: ASTM A572 GR 50
M
ID
D L E W
A L L D
E T
A
IL
S
C2
SA-506-C2
DWG REF(s) : SA-202, SA-203
A1
SA-506-A1
DWG REF(s) : SA-202, SA-302
6°
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
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A R
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T R
T S
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PITTSBURGH DISTRICT
P
IT
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T R
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R
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S W
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T H L
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W U .S
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H E
A D R
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S E
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F
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CERTIFIED FINAL
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L A
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T E
R M
V D
L
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
PROTECTION PLATE ASSEMBLIES (FILLERS)
BULKHEAD RECESS
SB-501
B M
A
M L L
J W
C
A N
S
E T
A
IL
S
R 1"
R 3"
W24x55
"16 93’-3
"16 54 "16
152’-6
3" 3"
1’-4""16
1"
R
"16 93’-3
"16 54 "16
152’-6
"8 79 "16
131’-7
W10x30
W24x55
W6x20
4" 4"
1"
R
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"16 51 "8
"2 19"8
51’-1
11""8
C3
SB-501-C3
DWG REF(s) : SB-301
Ø 1"
"16 5Ø 1 t o d e s ig n B
E C
D M
L L
L E
M O
S
B x x x .d g n a u t o s c a le
0 3" 6" 9" 12"SCALE : 3"=1’-0"
" HOLE16
13Ø
HOLE (TYP)
"16 13Ø
"2
"2
2"
2"
L C BEAM
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
"4
S
P
S
P
R 1"
R 3"
W24x55
"2 19"8
51’-1
11""8
Ø 1"
"16 5Ø 1
HOLE (TYP)
"16 13Ø
"2
"2
2"
2"
L C BEAM
"4
S
P
S
P
P R
O T
E C
T
IO
N P
L A
T E
A5
SB-501-A5
DWG REF(s) : SB-201, SB-202, SB-301
(16 MIDDLE WALL)
(15 LANDWALL)
QUANTITY: 31
MATERIAL: ASTM A992
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A992
A3
SB-501-A3
DWG REF(s) : SB-201, SB-202, SB-301 (7 MIDDLE WALL)
(7 LANDWALL)
QUANTITY: 14
MATERIAL: ASTM A992
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
A1
SB-501-A1 - LANDWALL
DWG REF(s) : SB-201, SB-301
A2
SB-501-A2 - MIDDLE WALL
DWG REF(s) : SB-202, SB-301
(1 OPP HAND (BTM 3 HOLES)
(1 AS SHOWN)
QUANTITY: 2
MATERIAL: ASTM A992
(1 OPP HAND (BTM 3 HOLES)
(1 AS SHOWN)
QUANTITY: 2
MATERIAL: ASTM A992
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
T S
B U
R G
H P
A
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IO
R
IV
E R
E M
S W
O R
T H L
O C
K S A
N D D
A M
N E
W U .S
B U
L K
H E
A D R
E C
E S
S E
S
F
T L
O C
K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SB-502
A
M L L
J W
C
A N
S
T
A
IL
S
"16 54’-1
" PL4
8"
"R
" PL4
" PL8
3’-11"
"2 15"2
"2 11 "2
(TYP)
"Ø HOLE16
" PL2
"16 93’-3
"2
6"
2"
" PL4
" PL8
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0"
SCALE : 1"=1" 2"1"0
1" PL
C3
SB-502-C3
DWG REF(s) : SB-301
"8
SIDE
BEVEL EACH
t o d e s ig n B
E C
D M
L L
L E
M O
S
B x x x .d g n a u t o s c le
ID
D L E W
A L L
L
A N
D W
A L L
P R
O T
E C
T
IO
N P
L A
T E
A5
SB-502-A5
DWG REF(s) : SB-201, SB-202, SB-301
(4 MIDDLE WALL)
(4 LANDWALL)
QUANTITY: 8
MATERIAL: ASTM A36
C5
SB-502-C5
DWG REF(s) : SB-201, SB-202, SB-301
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
A1
SB-502-A1
DWG REF(s) : SB-201, SB-202, SB-301
A2
SB-502-A2
DWG REF(s) : SB-201, SB-202, SB-301
C2
SB-502-C2
DWG REF(s) : SB-201, SB-202, SB-301
A3
SB-502-A3
DWG REF(s) : SB-201, SB-202, SB-301
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
T S
B U
R G
H P
A
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IO
R
IV
E R
E M
S W
O R
T H L
O C
K S A
N D D
A M
N E
W U .S
B U
L K
H E
A D R
E C
E S
S E
S
F
T L
O C
K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SB-503
A
M L L
J W
C
A N
S
T
A
IL
S
6"
5"
"2
4"1"
" PL4
" PL4
(TYP)
"Ø HOLES16
"Ø HOLE16
0 1" 2" 3" 4"SCALE : 6"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0"A1
SB-503-A1
DWG REF(s) : SB-701
A2
SB-503-A2
DWG REF(s) : SB-701 t o d e s ig n B
E C
D M
L L
L E
M O
S
B x x x .d g n a u t o s c
S
P
"4
"16 13"x4
L8x6x1
C1
SB-503-C1
DWG REF(s) : SB-201, SB-202, SB-301 (4 MIDDLE WALL)
(4 LANDWALL)
QUANTITY: 8
MATERIAL: ASTM A36
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
P R
O T
E C
T
IO
N P
L A
T E
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
T S
B U
R G
H P
A
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IO
R
IV
E R
E M
S W
O R
T H L
O C
K S A
N D D
A M
N E
W U .S
B U
L K
H E
A D R
E C
E S
S E
S
F
T L
O C
K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
BOULE SILL MODIFICATION
BULKHEAD RECESS
SC-501
C
M L L
B M
A
A N
S t o d e s ig n B
E C
D M
L L
L E
M O
S
C x x x .d g n a u t o s c a
3’-10"
U L E S
IL
L M
O D
IF
IC
A T
IO
N
O U
T E
R F
O R
M A
S S
E M
B L
Y
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"A1
SC-501-A1
DWG REF(s) : SC-101, SC-301, SC-302 (2 SPARES)
(2 REQUIRED)
QUANTITY: 4
MATERIAL: ASTM A36
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
T S
B U
R G
H P
A
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IO
R
IV
E R
E M
S W
O R
T H L
O C
K S A
N D D
A M
N E
W U .S
B U
L K
H E
A D R
E C
E S
S E
S
F
T L
O C
K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
SC-502-A2
SC-502-A4
SC-502-A4
SC-502
A2
DWG REF(s) :
A4
SC-502-A4
DWG REF(s) :
1’-9"
1’-1"
"8 31 "16
51’-6
"8 7 "16
0 6" 1’ 2’SCALE : 1 1/2"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
"Ø HOLE16
C
M L L
B M
A
A N
S
PART LENGTH
NUTS
4’-3"
L E
N G
T H S
E E T
A B
L E
" PL4
SC-502-A4 - 1
t o d e s ig n B
E C
D M
L L
L E
M O
S
C x x x .d g n a u t o s c a le
A1
SC-502-A1 - ISOMETRIC
DWG REF(s) : SC-101, SC-301
U L E S
IL
L M
O D
IF
IC
A T
IO
N
IN
N
E R F
O R
M A
S S
E M
B L
Y
ASTM
"Ø THREADED ROD,2
ASTM
"Ø THREADED NUT,2
(4 SPARES WITHOUT HOLES)
(4 SPARES WITH HOLES)
(16 REQUIRED)
QUANTITY: 24
MATERIAL: ASTM A36
REQUIRED
SPARES
QUANTITY
TOTAL
52-
/2
/2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
T S
B U
R G
H P
A
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IO
R
IV
E R
E M
S W
O R
T H L
O C
K S A
N D D
A M
N E
W U .S
B U
L K
H E
A D R
E C
E S
S E
S
F
T L
O C
K
CERTIFIED FINAL
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L
| LEMO_US_Structural_Steel_Supply_Contract |
| LEMO_Landwall_Bulkhead_Recess_Assembly_Liner |
| LEMO_SA_501xxx |
| LEMO_SA_502xxx |
| LEMO_SA_505xxx |
| LEMO_Middle_Wall_Bulkhead_Recess_Assembly_Liner |
| LEMO_SA_503xxx |
| LEMO_SA_504xxx |
| LEMO_SA_505xxx |
| LEMO_Bulkhead_Recess_Protection_Plate_Assemblies_Fillers |
| LEMO_SB_501xxx |
| LEMO_SB_502xxx |
| LEMO_SB_503xxx |
| LEMO_Bulkhead_Recess_Boule_Sill_Modification |
| LEMO_SC_501xxx |
| LEMO_SC_502xxx |
File details come from the government source that posted it. Updated .