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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 D.S. BULKHEAD RECESSES
CERTIFIED FINAL
JULY 2015
SOLICITATION NO.
PENNSYLVANIA
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
ASSEMBLY (LINER)
D.S. LANDWALL BULKHEAD RECESS
SF-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
A4
SF-501-A4
DWG REF(s) : SF-201, SF-301
QUANTITY: 1
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
/1 /2 a u t o d e s ig n B
E
C D
M L
L
L E
M O
S
F x x x .d g n a u t o s c a le
2’-6"
3"
R
ELEVATION
PLAN
R
QUANTITY: 1
MATERIAL: ASTM A36
L A
N D
W A
L L D
E T
A
IL
S
PLAN
ELEVATION
PLAN
ELEVATION
PLAN
W5x16
A2
SF-501-A2
DWG REF(s) : SF-201, SF-301
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
"4 31’-6
R
R E
C E
S S A
S S
E M
B L
Y
2’-1"
1’-5"
1’-6"
" PL4
R
R
2’-1"
1’-5"
" PL4
A1
SF-501-A1
DWG REF(s) : SF-201, SF-301
A3
SF-501-A3
DWG REF(s) : SF-201, SF-301
A5
SF-501-A5
DWG REF(s) : SF-201, SF-301
1 EA SF-501-A2-2
QUANTITY: 1 EA SF-501-A2-1
MATERIAL: ASTM A36
(S
F -5
-A
-2
J O
IN
T B
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N M
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G O
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2’-7"
2’-6"
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US ARMY CORPS
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N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
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IG
N C
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T E
R M
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L R
SF-502
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"
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
F 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"
" PL4
A1
SF-502-A1
DWG REF(s) : SF-201, SF-301
A2
SF-502-A2
DWG REF(s) : SF-203, SF-301
R E
C E
S S A
S S
E M
B L
Y
4 "
PLAN
HP10x42 W5x16
PLAN PLAN
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
A3
SF-502-A3
DWG REF(s) : SF-201, SF-301
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
ELEVATION ELEVATION
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 "
"4 3L8x6x
A4
SF-502-A4
DWG REF(s) : SF-201, SF-301
1 EA SF-502-A1-2
QUANTITY: 1 EA SF-502-A1-1
MATERIAL: ASTM A36
2 EA SF-502-A2-2
QUANTITY: 2 EA SF-502-A2-1
MATERIAL: ASTM A36
(S
F -5
-A
-2
(S
F -5
-A
-1
(S
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-2
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SHEET
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US ARMY CORPS
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IN
L A
N D N
A V
A G
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IG
N C
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T E
R M
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L
SF-505
C
M L L
B M
A
A N
S
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
F 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
1’-10"
5"6"6"
8"
2"
SIDE
R
" PL4
(TYP)
"Ø x 8" HCA4
0 3" 6" 9" 12"SCALE : 3"=1’-0"C1
SF-505-C1 - WALL CORNER
DWG REF(s) : _________
A2
SF-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" HCA4
0 3" 6" 9" 12"SCALE : 3"=1’-0"A4
SF-505-A4
DWG REF(s) : SF-201, SF-203, SF-507
R E
C E
S S A
S S
E M
B L
Y
QUANTITY: 4
MATERIAL: ASTM A572 GR 50
A1
SF-505-A1
DWG REF(s) : SF-201, SF-203, SF-301, SF-507
0 3" 6" 9" 12"SCALE : 3"=1’-0"C2
SF-505-C2 - WALL CORNER
DWG REF(s) : _________
5"6"6"
QUANTITY: 1
MATERIAL: ASTM A36
8"
2"
SIDE
R
" PL4
(TYP)
"Ø x 8" HCA4
ELEVATION
6°
3"R
3"8"
" PL4
"Ø HOLE4
4"
L A
N D
W A
L L D
E T
A
IL
S
QUANTITY: 1
MATERIAL: ASTM A36
2 SPARES
2 REQUIRED
QUANTITY: 4
MATERIAL: ASTM A36
1’-11"
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
Y
C K
D B
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D E
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D B
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2 3
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4 5
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M A
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A P
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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B M
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ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
ASSEMBLY (LINER)
D.S. MIDDLE WALL BULKHEAD RECESS
SF-503
C
M L L
B M
A
A N
S
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
A4
SF-503-A4
DWG REF(s) : SF-202, SF-302
QUANTITY: 1
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
F x x x .d g n a u t o s c a le
2’-6"
3"
R
ELEVATION
PLAN
R
" PL4
QUANTITY: 1
MATERIAL: ASTM A36
PLAN
PLAN
ELEVATION
PLAN
W5x16
A2
SF-503-A2
DWG REF(s) : SF-202, SF-302
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
"2 11’-10
R
R E
C E
S S A
S S
E M
B L
Y
R
R
1’-6"
2’-1"
1’-5"
2’-1"
1’-5"
" PL4
" PL4
A1
SF-503-A1
DWG REF(s) : SF-202, SF-302
A3
SF-503-A3
DWG REF(s) : SF-202, SF-302
A5
SF-503-A5
DWG REF(s) : SF-202, SF-302
M
ID
D L E W
A L L D
E T
A
IL
S
B E W
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D E
D B
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N M
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T I
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F -5
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T T
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1 EA SF-503-A2-2
QUANTITY: 1 EA SF-503-A2-1
MATERIAL: ASTM A36
(S
F -5
-A
-2
(S
F -5
-A
-1
"2 12’-10
2’-6"
S O
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IT
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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M L L
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0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
/1 /2 t o d e s ig n B
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C D
M L
L
L E
M O
S
F x x x .d g n a u t o s c le
5’-0"
SF-504-A1
DWG REF(s) : SF-202, SF-302
A2
SF-504-A2
DWG REF(s) : SF-203, SF-302
R E
C E
S S A
S S
E M
B L
Y
HP10x42 W5x16
PLAN PLAN
QUANTITY: 1
MATERIAL: ASTM A572 GR 50
A3
SF-504-A3
DWG REF(s) : SF-202, SF-302
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
ELEVATION ELEVATION
QUANTITY: 2
MATERIAL: ASTM A992 GR 50
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
"4 3L8x6x
0 "
M
ID
D L E W
A L L D
E T
A
IL
S
A4
SF-504-A4
DWG REF(s) : SF-202, SF-302
2 EA SF-504-A2-2
QUANTITY: 2 EA SF-504-A2-1
MATERIAL: ASTM A36
1 EA SF-504-A1-2
QUANTITY: 1 EA SF-504-A1-1
MATERIAL: ASTM A36
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D E
D B
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T
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2 3
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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F
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B E
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B M
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S E
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N D
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L A
N D N
A V
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N D
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N C
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SF-506
C
M L L
B M
A
A N
S
/1 /2 t o d e s ig n B
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C D
M L
L
L E
M O
S
F 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
1’-10"
5"6"6"
8"
2"
SIDE
R
" PL4
(TYP)
"Ø x 8" HCA4
0 3" 6" 9" 12"SCALE : 3"=1’-0"C1
SF-506-C1 - WALL CORNER
DWG REF(s) : _________
A2
SF-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" HCA4
0 3" 6" 9" 12"SCALE : 3"=1’-0"A4
SF-506-A4
DWG REF(s) : SF-202, SF-203, SF-507
R E
C E
S S A
S S
E M
B L
Y
QUANTITY: 4
MATERIAL: ASTM A572 GR 50
AS NEEDED FOR PLACEMENT.
ANGLE TO 30 DEGREES OR LESS
NOTE: PEWARS CAN ADJUST BEND
A1
SF-506-A1
DWG REF(s) : SF-202, SF-203, SF-302, SF-507
0 3" 6" 9" 12"SCALE : 3"=1’-0"C4
SF-506-C4 - WALL CORNER
DWG REF(s) : _________ QUANTITY: 1
MATERIAL: ASTM A36
8"
2"
SIDE
R
" PL4
(TYP)
"Ø x 8" HCA4
ELEVATION
6"6" "16
6°
3"R
3"8"
" PL4
"Ø HOLE4
4"
M
ID
D L E W
A L L D
E T
A
IL
S
QUANTITY: 1
MATERIAL: ASTM A36
2 SPARES
2 REQUIRED
QUANTITY: 4
MATERIAL: ASTM A36
"2 12’-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 D .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
PROTECTION PLATE ASSEMBLIES (FILLERS)
D.S. BULKHEAD RECESS
SG-501
B M
A
M L L
J W
C
A N
S
E T
A
IL
S
W24x55
"16 93’-3
"16 54 "16
152’-6
3" 3"
1’-4""16
"16 93’-3
"16 54 "16
152’-6
"8 79 "16
131’-7
W10x30
W24x55
W6x20
4" 4"
1"
R
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"16 51 "8
11""16
A1
SG-501-A1
DWG REF(s) : SG-201, SG-301
C3
SG-501-C3
DWG REF(s) : SG-301
"8 5Ø 2
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
G 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
O T
E C
T
IO
N P
L A
T E
(24 MIDDLE WALL)
(24 LANDWALL)
QUANTITY: 48
MATERIAL: ASTM A992
(1 MIDDLE WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A992
R 1"
R 3"
"4
S
P
S
P
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
"2
"2
C BEAML
2"
2"
HOLE (TYP)
"16 13Ø
(11 MIDDLE WALL)
(11 LANDWALL)
QUANTITY: 22
MATERIAL: ASTM A992
SCALE : 3/8"=1’-0" 0 2’ 4’ 6’
MIDDLE WALL)
(BOTTOM 3 HOLES) LAND AND
(1 EACH OPPOSITE HAND
FOR LAND AND MIDDLE WALL)
(1 EACH AS SHOWN
QUANTITY: 4
MATERIAL: ASTM A992
S
P
HOLE (TYP)
"16 13Ø
A3
SG-501-A3
DWG REF(s) : SG-201, SG-301
A5
SG-501-A5
DWG REF(s) : SG-201, SG-301
1" T Y P
R
R
ACCESS HOLE
" WELD2
1R 1
R 1" R 2"
Ø 1"
"16 54 "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 D .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
SG-502
A
M L L
J W
C
A N
S
T
A
IL
S
" PL4
8"
R
" PL4
" PL8
3’-11"
"2 15"2
"2 11 "2
(TYP)
"Ø HOLE16
"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 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
"8
SIDE
BEVEL EACH
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
G x x x .d g n a u t o s c
O T
E C
T
IO
N P
L A
T E
(4 MIDDLE WALL)
(4 LANDWALL)
QUANTITY: 8
MATERIAL: ASTM A36
(2 MIDDLE WALL)
(2 LANDWALL)
QUANTITY: 4
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
"16 54’-1
A1
SG-502-A1
DWG REF(s) : SG-201, SG-301
A2
SG-502-A2
DWG REF(s) : SG-201, SG-301
C2
SG-502-C2
DWG REF(s) : SG-201, SG-301
A3
SG-502-A3
DWG REF(s) : SG-201, SG-301
A5
SG-502-A5
DWG REF(s) : SG-201, SG-301
C5
SG-502-C5
DWG REF(s) : SG-201, SG-301
"4
2" 1"
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 D .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
SG-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
SG-503-A1
DWG REF(s) : SG-701
A2
SG-503-A2
DWG REF(s) : SG-701
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
G x x x .d g n a u t o s c
S
P
"4
"16 13"x4
L8x6x1
(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"
(6 MIDDLE WALL)
(6 LANDWALL)
QUANTITY: 12
MATERIAL: ASTM A36
C1
SG-503-C1
DWG REF(s) : SG-201, SG-301
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 D .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
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
SOLICITATION NO.
PENNSYLVANIA
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
15’ CONCRETE LIFT SUPPORT BRACING
110 FT. LOCK
NEW D.S. BULKHEAD RECESSES
CERTIFIED FINAL
JULY 2015
SH-501
K
K
M L L
B M
A
A N
S
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
H x x x .d g n a u t o s c a le
QUANTITY: 20 EACH
MATERIAL: ASTM A36
"2 1", 4
1", 8
1THICKNESS:
6"
6"
1" PL
1" PL
4"
2"
"2
11" PL2
6"
1" PL
6"
"2
1" PL
6"
3"
C15x33.9
PLAN
ELEVATION
C4
SH-501-C4 - SHIM PLATES
DWG REF(s) :
0 3" 6" 9" 12"SCALE : 3"=1’-0"0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"0 3" 6" 9" 12"SCALE : 3"=1’-0"
2’1’0SCALE : 1"=1’-0"
3"
C
O N
C R
E T
E L
IF
T S
U P
P O
R T B
R A
C
IN
G
SH-501-A1
DWG REF(s) : SH-301, SH-303, SH-305
B3
SH-501-B3
DWG REF(s) : SH-301, SH-303, SH-305
C3
SH-501-C3
DWG REF(s) : SH-301, SH-303, SH-305
B4
SH-501-B4
DWG REF(s) : SH-301, SH-303, SH-305
A4
SH-501-A4
DWG REF(s) : SH-301, SH-303, SH-305
A3
SH-501-A3
DWG REF(s) : SH-301, SH-303, SH-305
10 SPARES
10 REQUIRED
QUANTITY: 20
GR 50
MATERIAL: ASTM A572
20 SPARES
20 REQUIRED
QUANTITY: 40
MATERIAL: ASTM A36
5 SPARES
5 REQUIRED
QUANTITY: 10
MATERIAL: ASTM A36
5 SPARES
5 REQUIRED
QUANTITY: 10
MATERIAL: ASTM A36
20 SPARES
20 REQUIRED
QUANTITY: 40
MATERIAL: ASTM A36
10 SPARES
10 REQUIRED
QUANTITY: 20
MATERIAL: ASTM A36
S H
O R
T B
R A
C E D
E T
A
IL
S
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 D .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
SH-502
K
M L L
B M
A
A N
S
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
H x x x .d g n a u t o s c a le
QUANTITY: 14 EACH
MATERIAL: ASTM A36
"2 1", 4
1", 8
1THICKNESS:
6"
6"
1" PL
1" PL
4"
2"
"2
11" PL2
6"
1" PL
6"
"2
1" PL
6"
3"
C15x33.9
PLAN
ELEVATION
C4
SH-502-C4 - SHIM PLATES
DWG REF(s) :
0 3" 6" 9" 12"SCALE : 3"=1’-0"0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"0 3" 6" 9" 12"SCALE : 3"=1’-0"
2’1’0SCALE : 1"=1’-0"
3"
C
O N
C R
E T
E L
IF
T S
U P
P O
R T B
R A
C
IN
G
SH-502-A1
DWG REF(s) : SH-302, SH-304, SH-305
B3
SH-502-B3
DWG REF(s) : SH-302, SH-304, SH-305
C3
SH-502-C3
DWG REF(s) : SH-302, SH-304, SH-305
B4
SH-502-B4
DWG REF(s) : SH-302, SH-304, SH-305
A4
SH-502-A4
DWG REF(s) : SH-302, SH-304, SH-305
A3
SH-502-A3
DWG REF(s) : SH-302, SH-304, SH-305
L
N G B
R A
C E D
E T
A
IL
S
32 SPARES
QUANTITY: 80 REQUIRED
MATERIAL: ASTM A36
16 SPARES
QUANTITY: 40 REQUIRED
MATERIAL: ASTM A36
4 SPARES
QUANTITY: 10 REQUIRED
GR 50
MATERIAL: ASTM A572
2 SPARES
QUANTITY: 5 REQUIRED
MATERIAL: ASTM A36
2 SPARES
QUANTITY: 5 REQUIRED
MATERIAL: ASTM A36
4 SPARES
QUANTITY: 10 REQUIRED
MATERIAL: ASTM A36
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 D .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
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 D .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 R
SH-503
K
M L L
B M
A
A N
S
MATERIAL: ASTM A992
/1 /2 t o d e s ig n B
E
C D
M L
L
L E
M O
S
H x x x .d g n a u t o s c a le
PLAN
ELEVATION
"8 3L3x3x
"4
C
O N
C R
E T
E L
IF
T S
U P
P O
R T B
R A
C
IN
G
D E
T A
SH-503-A1
DWG REF(s) : SH-301, SH-303, SH-305
MATERIAL: ASTM A992
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 1
MATERIAL: ASTM A36
A4
SH-503-A4
DWG REF(s) : SH-301, SH-303, SH-305
0 3" 6" 9" 12"SCALE : 3"=1’-0"
"16
6"
6"
"16
6"
6"
1’-2"
1’-0"1" 1"
A3
SH-503-A3
DWG REF(s) : SH-305
0 3" 6" 9" 12"SCALE : 3"=1’-0"
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
W18x65
" HOLES16
13Ø
Ø2" HOLE
Ø2" HOLE
W18x65
C BEAML
C BEAML
" HOLE16
13Ø" HOLE16
13Ø
A2
SH-503-A2
DWG REF(s) : SH-301, SH-302, SH-303, SH-304, SH-305
" PL8
(TYP)
"Ø HOLES16
ALLEGHENY COUNTY
EMSWORTH LOCKS AND DAMS
OHIO RIVER
POIREE SILL MODIFICATION
BULKHEAD RECESS
SI-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 I_ x x x .d g n a u t o s c
IR
E E S
IL
L M
O D
IF
IC
A T
IO
N
/6 /2
"2 1L6x6x
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
3"
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
B U
L K
H E
A D I
N N
E R S
U P
P O
R T
F R
A M
IN
G D
E T
A
IL
S
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"2 1L6x6x
"2 1L6x6x
QUANTITY: 3
MATERIAL: ASTM A36
QUANTITY: 3
MATERIAL: ASTM A36
QUANTITY: 6
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
QUANTITY: 18
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
QUANTITY: 3
MATERIAL: ASTM A36
3"
3"
" PL2
" PL2
SCALE : 1"=1" 2"1"0
1"
" PL2
3"
"Ø HOLE16
"Ø HOLE16
A1
SI-501-A1
DWG REF(s) : SI-705
A2
SI-501-A2
DWG REF(s) : SI-705
C2
SI-501-C2
DWG REF(s) : SI-705
A3
SI-501-A3
DWG REF(s) : SI-705
C4
SI-501-C4
DWG REF(s) : SI-705
A4
SI-501-A4
DWG REF(s) : SI-705
45° (TYP)
3 OPP HAND
3 AS SHOWN
QUANTITY: 6
MATERIAL: ASTM A36
45° (TYP)
45° (TYP)
"Ø HOLE8
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 D .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
SI-502
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 I_ x x x .d g n a u t o s c
IR
E E S
IL
L M
O D
IF
IC
A T
IO
N
/6 /2
C O
F F
E R
D A
M A
N D B
U L
K H
E A
D O
U T
E R
2’1’0SCALE : 1"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
S U
P P
O R
T F
R A
M
IN
G D
E T
A
IL
S
L5x5x12"
"2
"2
L5x5x12"
QUANTITY: 2
MATERIAL: ASTM A36
2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
2’1’0SCALE : 1"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
"2
L5x5x12"
"2
L5x5x12"
QUANTITY: 2
MATERIAL: ASTM A36
2’1’0SCALE : 1"=1’-0"
QUANTITY: 16
MATERIAL: ASTM A36
3"
2" PL
2" PL4
1"
2’1’0SCALE : 1"=1’-0" 2’1’0SCALE : 1"=1’-0"
SCALE : 1"=1" 2"1"0
L6x6x12"
3"
L6x6x12"
HOLES
"Ø16
HOLES
"Ø16
HOLES
"Ø16
3"
C1
SI-502-C1
DWG REF(s) : SI-704
C2
SI-502-C2
DWG REF(s) : SI-704
C3
SI-502-C3
DWG REF(s) : SI-704
A1
SI-502-A1
DWG REF(s) : SI-704
A2
SI-502-A2
DWG REF(s) : SI-704
A3
SI-502-A3
DWG REF(s) : SI-704
A4
SI-502-A4
DWG REF(s) : SI-704
A5
SI-502-A5
DWG REF(s) : SI-704
45° (TYP)
° (T
YP) 45
° (T
YP)
HOLES
"Ø16
HOLES
"Ø16
° (T
YP)
45° (TYP)45
° (T
YP)
HOLES
"Ø16
1 OPP HAND
1 AS SHOWN
QUANTITY: 2
MATERIAL: ASTM A36
1 OPP HAND
1 AS SHOWN
QUANTITY: 2
MATERIAL: ASTM A36
HOLES
"Ø8
HOLES
"Ø8
HOLES
"Ø8
HOLES
"Ø8
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 D .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
SI-503
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 I_ x x x .d g n a u t o s c
IR
E E S
IL
L M
O D
IF
IC
A T
IO
N
/6 /2
C O
F F
E R
D A
M A
N D B
U L
K H
E A
D O
U T
E R
QUANTITY: 2
MATERIAL: ASTM A36
S U
P P
O R
T F
R A
M
IN
G D
E T
A
IL
S
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
3"
L6x6x12"
HOLES
"Ø16
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" 2’1’0SCALE : 1"=1’-0"
2" PL1
2" PL
2" PL
3"
3"
3"
C1
SI-503-C1
DWG REF(s) : SI-704
C2
SI-503-C2
DWG REF(s) : SI-704
A1
SI-503-A1
DWG REF(s) : SI-704
A2
SI-503-A2
DWG REF(s) : SI-704
A3
SI-503-A3
DWG REF(s) : SI-704
1 OPP HAND
1 AS SHOWN
QUANTITY: 2
MATERIAL: ASTM A36
45° (TYP) L6x6x12"
° (T
YP)
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 D .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
SI-504
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 I_ x x x .d g n a u t o s c
IR
E E S
IL
L M
O D
IF
IC
A T
IO
N
/6 /2
B U
L K
H E
A D S
U P
P O
R T F
R A
M
IN
G
C15x33.9
C12x20.7
G U
ID
E D
E T
A
IL
S
10"
2’-11"
R
0 3" 6" 9" 12"SCALE : 3"=1’-0"
"2
"4 1HSS 2x2x "4
1HSS 2x2x
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
A3
SI-504-A3
DWG REF(s) : SI-703
A4
SI-504-A4
DWG REF(s) : SI-703
A1
SI-504-A1 - PLAN
DWG REF(s) : SI-703
C1
SI-504-C1
DWG REF(s) : SI-703
"2
QUANTITY: 2
MATERIAL: ASTM A1085
QUANTITY: 2
MATERIAL: ASTM A1085
2 OPP HAND
2 AS SHOWN
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
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 D .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
SI-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 I_ x x x .d g n a u t o s c
/6 /2
P O
IR
E E S
IL
L M
O D
IF
IC
A T
IO
N
C O
F F
E R
D A
M S
E A
L P
L A
T E D
E T
A
IL
S
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
1" PL
1" PL
.4
6’-3"
"16 136’-9 "16
5" "2 16’-3
0 3" 6" 9" 12"SCALE : 3"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0"
1" PL
1" PL
1’-11"
3’-0"
"Ø ANCHOR4
"Ø HOLE FOR16
5" 5"
1" 1"
C1
SI-505-C1
DWG REF(s) : SI-702
C3
SI-505-C3
DWG REF(s) : SI-702
A1
SI-505-A1
DWG REF(s) : SI-701
A3
SI-505-A3
DWG REF(s) : SI-701
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
" - 104
DRILL AND TAP
" - 104
DRILL AND TAP
" - 104
DRILL AND TAP
"2
(TYP)
"Ø ANCHO4
"Ø HOLE FOR16
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 D .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
SI-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 I_ x x x .d g n a u t o s c
/6 /2
P O
IR
E E S
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L M
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IF
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C O
F F
E R
D A
M A
N D B
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K H
E A
D
S U
P P
O R
T F
R A
M
IN
G D
E T
A
IL
S
" THICK4
PLATE
CENTERED ON
"Ø HOLE16
4"
C3
SI-506-C3 - SEAL PLATE WASHER
DWG REF(s) :
SCALE : 1"=1" 2"1"0
SCALE : 1"=1" 2"1"0
SCALE : 1"=1" 2"1"0
A3
SI-506-A3 - CONCRETE ANCHOR PLATE
DWG REF(s) : SI-301A, SI-401A
" THICK4
PLATE
CENTERED ON
"Ø HOLE16
5"
C1
SI-506-C1 - FORMWORK SHIM
DWG REF(s) : SI-301A
4"
20 SPARES
56 REQUIRED
QUANTITY: 76 TOTAL
MATERIAL: ASTM A36
QUANTITY: 30 OF EACH THICKNESS
MATERIAL: ASTM A36
"2 1", 4
1", 8
1THICKNESS:
10 SPARES
75 REQUIRED
QUANTITY: 85 TOTAL
MATERIAL: ASTM 276, TYPE 304
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N D
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SI-507
C
M L L
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S t o d e s ig n B
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C D
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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"
1" PL
1" PL
1" PL
"2 12’-4
"2 12’-4
40’-0"
6""16 51’-2
"2
13’-85 SPACES @ 5’-6" = 27’-6" "2
14’-4
1’-8" 5’-6"5’-6"4’-8"
"16 51’-26"
"2 14’-4"2
13’-8
40’-0"
5 SPACES @ 5’-6" = 27’-6"
C1
SI-507-C1
DWG REF(s) : SI-102
B1
SI-507-B1
DWG REF(s) : SI-102
A1
SI-507-A1
DWG REF(s) : SI-102
4’-8"5’-6"5’-6""2
34’-11"
(6 THUS)
"Ø HOLE4
HOLE (TYP)
" SLOTTED4
15"x1
(4 THUS)
"Ø HOLE4
(6 THUS)
"Ø HOLE4
HOLE (TYP)
" SLOTTED4
15"x1
5/16
5/16
L
"Ø HOLE4
HOLE
" SLOTTED4
15" x 1
ANCHOR LOCATIONS
AS SHOWN AT EPOXY
"4 1" x 4
1GRIND NOTCH
ANCHOR LOCATIONS
C OF MECHANICAL
INSTALL WELD BEAD AT
L
"Ø HOLE4
HOLE
" SLOTTED4
15"x1
ANCHOR LOCATIONS
AS SHOWN AT EPOXY
"4 1" x 4
1GRIND NOTCH
ANCHOR LOCATIONS
C OF MECHANICAL
INSTALL WELD BEAD AT
L
"Ø HOLE4
ANCHOR LOCATIONS
C OF MECHANICAL
INSTALL WELD BEAD AT
HOLE
" SLOTTED4
15" x 1
ANCHOR LOCATIONS
AS SHOWN AT EPOXY
"4 1" x 4
1GRIND NOTCH
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
HOLE LOCATIONS
- DRILLED AND TAPPED
RING TO BE SUPPLIED BY OTHERS
SWIVEL HOIST RING. HOIST
" - 10 FULL DEPTH FOR4
DRILL AND TAP PLATE
SUPPLIED BY OTHERS
RING. HOIST RING TO BE
FULL DEPTH FOR SWIVEL HOIST
" - 104
3DRILL AND TAP PLATE
5/16
5/16
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
3"16 31’-1
HOLE LOCATIONS
- DRILLED AND TAPPED
HOLE LOCATIONS
- DRILLED AND TAPPED
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
14’-11" 14’-11" 1’-2"
"16 31’-1
2" 2’-10"1’-10" 8" 3’-10"1’-8" 1’-0"2’-10"10"
1’-10"1’-2" 1’-2"
14’-6"3’-8"14’-6""2 11’-1
1’-8"3’-10"10"2’-10"1’-0" 2’-10"8" 1’-10"
2’-4"
2’-4"
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
35’-0" 3’-11"
2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 1’-10" 2’-10" 2’-4" 2’-4"
HOIST RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING.
" - 10 FULL4
3DRILL AND TAP PLATE
"2 11’-4
HOIST RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING.
" - 10 FULL4
3DRILL AND TAP PLATE
2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"1’-10"2’-10"2’-4"2’-4"
35’-0"3’-11"
8"3"
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4 5
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A P
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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IT
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PITTSBURGH DISTRICT
P
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A D R
E C
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CERTIFIED FINAL
N D
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IN
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A x x x .d g n a u t o s c
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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"
1" PL
1" PL
1" PL
"2 12’-4
"2 12’-4
6""16 51’-2
5’-6"5’-6"4’-8"
"16 51’-26"
"2 14’-4"2
13’-8 2 SPACES @ 5’-6" = 11’-0"
C1
SI-507A-C1
DWG REF(s) : SI-102
B1
SI-507A-B1
DWG REF(s) : SI-102
A1
SI-507A-A1
DWG REF(s) : SI-102
4’-8"5’-6"5’-6""2
HOLE (TYP)
" SLOTTED4
15"x1
HOLE (TYP)
" SLOTTED4
15"x1
5/16
5/16
L
"Ø HOLE4
L
"Ø HOLE4
HOLE
" SLOTTED4
15"x1
L
"Ø HOLE4
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
HOLE LOCATIONS
- DRILLED AND TAPPED
RING TO BE SUPPLIED BY OTHERS
SWIVEL HOIST RING. HOIST
" - 10 FULL DEPTH FOR4
DRILL AND TAP PLATE
SUPPLIED BY OTHERS
RING. HOIST RING TO BE
FULL DEPTH FOR SWIVEL HOIST
" - 104
3DRILL AND TAP PLATE
5/16
5/16
RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING. HOIST
" - 10 FULL4
3DRILL AND TAP PLATE
3"16 31’-1
HOLE LOCATIONS
- DRILLED AND TAPPED
HOLE LOCATIONS
- DRILLED AND TAPPED
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
"16 31’-1
1’-2"
1’-2"
HOIST RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING.
" - 10 FULL4
3DRILL AND TAP PLATE
"2 11’-4
HOIST RING TO BE SUPPLIED BY OTHERS
DEPTH FOR SWIVEL HOIST RING.
" - 10 FULL4
3DRILL AND TAP PLATE
SLOTTED HOLE
"4 15" x 1
L
L
SLOTTED HOLE
"4 15" x 1
L A L T
E R
N A
T E B
U L
K H
E A
D S
E A
L
P L
A T
E D
E T
A
IL
S
8"7"1" PL
2’-4"2’-4"1’-10"2’-10"2’-4"2’-4" 20’-0"
HOLE (TYP)
" SLOTTED4
15"x1
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
0 1’ 2’ 4’SCALE : 1/2"=1’-0"A3
SI-507A-A3
DWG REF(s) : SI-102
HOLE LOCATIONS
- DRILLED AND TAPPED
1’-8"3’-10"10"2’-10"1’-0" 2’-10"8" 1’-10"
2’-4"
2" 2’-10"1’-10" 8" 3’-10"1’-8" 1’-0"2’-10"10"
2’-4"
"2 117’-5
B3
SI-507A-B3
DWG REF(s) : SI-102
HOLE LOCATIONS
- DRILLED AND TAPPED
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
1’-5"
"2 117’-5
1" PL
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
2 SPACES @ 5’-6" = 11’-0" 4’-0"
2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-4" 2’-0"
20’-0"
"16 32’-3’-0" "2
11’-4
8"
QUANTITY: 1
MATERIAL: ASTM A276, TYPE 304 L
C3
SI-507A-C3
DWG REF(s) : SI-102
HOLE LOCATIONS
- DRILLED AND TAPPED
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
2’-4" 2’-4" 1’-10" 2’-10" 2’-4" 2’-4"
OTHERS
HOIST RING TO BE SUPPLIED BY
DEPTH FOR SWIVEL HOIST RING.
" - 10 FULL4
3DRILL AND TAP PLATE
1" PL
HOLE (TYP)
" SLOTTED4
15"x1
20’-0"
LOCATIONS) (TYP)
(MECHANICAL ANCHOR
C OF ROUND HOLES
INSTALL WELD BEAD AT
ANCHOR LOCATIONS) (TYP)
SLOTTED HOLES (EPOXY
AS SHOWN AT C OF
"4 1" x 4
1GRIND NOTCH
LOCATIONS) (TYP)
(MECHANICAL ANCHOR
C OF ROUND HOLES
INSTALL WELD BEAD AT
ANCHOR LOCATIONS) (TYP)
SLOTTED HOLES (EPOXY
AS SHOWN AT C OF
"4 1" x 4
1GRIND NOTCH
LOCATIONS) (TYP)
(MECHANICAL ANCHOR
C OF ROUND HOLES
INSTALL WELD BEAD AT
ANCHOR LOCATIONS) (TYP)
SLOTTED HOLES (EPOXY
AS SHOWN AT C OF
"4 1" x 4
1GRIND NOTCH
2 SPACES @ 5’-6" = 11’-0"4’-0"7"
2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"2’-4"2’-0"
4’-5"
2’-4"1’-1"
PLATE)
(6 PER
"Ø HOLE4
2 SPACES @ 5’-6" = 11’-0"
20’-0"
"2 11’-6
"2 11’-6
1’-2"
(2 PER PLATE)
"Ø HOLE4
(3 PER PLATE)
"Ø HOLE4
(3 PER PLATE)
"Ø HOLE4
(3 PER PLATE)
"Ø HOLE4
(2 PER PLATE)
"Ø HOLE4
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C
4 5
A
B
M A
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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IL
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C T N
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C O
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U S
A R
M Y E
N G
IN
E E
R D
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T R
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B U
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H P
A
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
C O
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S O
F E
N G
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U S
A R
M Y E
N G
IN
E E
R D
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T R
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E R
E M
S W
O R
T H L
O C
K S A
N D D
A M
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W D .S
B U
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H E
A D R
E C
E S
S E
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F
T L
O C
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CERTIFIED FINAL
N D
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| LEMO_DS_Structural_Steel_Supply_Contract |
| LEMO_DS_Landwall_Bulkhead_Recess_Assembly_Liner |
| LEMO_SF_501xxx |
| LEMO_SF_502xxx |
| LEMO_SF_505xxx |
| LEMO_DS_Middle_Wall_Bulkhead_Recess_Assembly_Liner |
| LEMO_SF_503xxx |
| LEMO_SF_504xxx |
| LEMO_SF_506xxx |
| LEMO_DS_Bulkhead_Recess_Protection_Plate_Assemblies_Fillers |
| LEMO_SG_501xxx |
| LEMO_SG_502xxx |
| LEMO_SG_503xxx |
| LEMO_DS_Bulkhead_Recess_Poiree_Sill_Modification |
| LEMO_SI_501xxx |
| LEMO_SI_502xxx |
| LEMO_SI_503xxx |
| LEMO_SI_504xxx |
| LEMO_SI_505xxx |
| LEMO_SI_506xxx |
| LEMO_SI_507xxx |
File details come from the government source that posted it. Updated .