Attachment 1 - Drawings.pdf
PDF 907 KB Posted
- Attached to
- Pike Island Bulkhead Slots - Steel Supply
- Solicitation number
- W911WN26QA016
About this file
This document is a set of structural steel fabrication drawings for the U.S. Army Corps of Engineers' Pike Island Lock and Dam project in the Ohio River Basin. The plan set covers detailed specifications for DS Bulkhead Recess Assembly and Protection Plate fabrication, including multiple sheets (SA501-SA504) with comprehensive technical drawings for various steel components. The drawings specify precise measurements, material grades (including ASTM A36, A572 Grade 50, A992), and include detailed Bills of Materials for components such as bearing beams, recess armor plates, skin plates, stiffeners, and auxiliary parts like lifting eyes and guide angles. The contract is identified with solicitation number H4ORLD14202401 and has an issue date of 07-18-2025, with the work focused on supplying structural steel for the main and auxiliary lock chamber bulkhead recess.
The technical drawings are meticulously engineered, showing multiple views (plan, elevation, isometric) and cross-sections for each component, with specific attention to welding requirements, hole placements, and material specifications. The sheets are prepared by Z. Turner for the Pittsburgh District of the U.S. Army Corps of Engineers, with design work credited to A. Boeckenstedt, M. Manternach, and D. Bodmer. Each sheet includes a bill of materials, scale references, and general sheet notes, with most components made from steel plates and structural shapes ranging from 3/4" to 4" thick, using various steel grades appropriate for structural and marine applications.
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Other files
| File | Type | Posted |
|---|---|---|
| Solicitation Amendment W911WN26QA0160001 SF 30.pdf | ||
| Attachment 2 - Specifications.pdf | ||
| Solicitation - W911WN26QA016.pdf |
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Text version
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DETAILS - PROTECTION PLATE FABRICATIONSB504
DETAILS - PROTECTION PLATE FABRICATIONSB503
DETAILS - PROTECTION PLATE FABRICATIONSB502
DETAILS - PROTECTION PLATE FABRICATIONSB501
PROTECTION PLATE (FILLERS)
DETAILS - PROTECTION PLATE FABRICATIONSA503
DETAILS - PROTECTION PLATE FABRICATIONSA502
DETAILS - DS BULKHEAD RECESS ASSEMBLY (LINER)SA501
RECESS ASSEMBLY (LINERS)
SHEET TITLE
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SHEET INDEX
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US Army Corps
PLAN SET: STRUCTURAL STEEL SUPPLY CONTRACT
MAIN AND AUXILIARY LOCK CHAMBER DS BULKHEAD RECESS
PIKE ISLAND LOCK AND DAM
OHIO RIVER BASIN
PITTSBURGH DISTRICT
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3"
R 3
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2'-1"
1'-5" 2'-6"
2'-6"
R
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2'-1"
1'-5"
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STEEL
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ASTM A572 GR 50BEARING BEAM - BOTTOM4SA501-A17
ASTM A572 GR 50BEARING BEAM - TOP4SA501-A13
ASTM A36RECESS ARMOR - TOP LEFT4SA501-A9
ASTM A36RECESS ARMOR - TOP RIGHT4SA501-A5
ASTM A36RECESS ARMOR - BOTTOM8SA501-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
3/4" PL
3/4" PL
3/4" PL
HP10x42HP10x42
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/2
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A1
A1SA501-
1/2"=1'-0"SCALE:
A5
SA501-A5
1/2"=1'-0"SCALE:
A9
SA501-A9
1/2"=1'-0"SCALE:
A13
SA501-A13
1/2"=1'-0"SCALE:
A17
SA501-A17
1/2"=1'-0"SCALE: 0 2' 4'1' 0 2' 4'1' 0 2' 4'1' 0 2' 4'1' 0 2' 4'1'
NUMBER.
ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE ASSOCIATED PART 1.
GENERAL SHEET NOTES
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ASTM A992BACK STIFFENER - BOTTOM8SA502-A13
ASTM A992BACK STIFFENER - TOP8SA502-A9
ASTM A36SIDE PLATE - BOTTOM8SA502-A5-2
ASTM A36SIDE PLATE - TOP8SA502-A5-1
ASTM A36BACK PLATE - BOTTOM4SA502-A1-2
ASTM A36BACK PLATE - TOP4SA502-A1-1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
S A
-A
-1
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-A
-2
BY GOVERNMENT
WELDING OF JOINT
JOINT IN SA502-A1. BY GOVERNMENT
WELDING OF JOINT
JOINT IN SA502-A5.
3/4" PL
3/4" PL
5'-2"
3/4" PL
3/4" PL
W5x16 W5x16
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NUMBER.
ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE ASSOCIATED PART 1.
GENERAL SHEET NOTES
SCALE: 1/2"=1'-0"
SA502-A1
A1
SCALE: 3/8"=1'-0"
SA502-A5
A5
SCALE: 1/2"=1'-0"
SA502-A9
A9
SCALE: 1/2"=1'-0"
SA502-A13
A130 2' 4'1' 0 2' 4'1' 0 2' 4'1'4'0 2' 8'
SA503
L1
SA503
L1
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8"
4'-1"
1/4 "
3/4 "
S A
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5 1/4 "
3/8 "OTHERS.
GRIND FOR WELDING BY
3"Ø STANDARD PIPE
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ASTM A572 GR 50LIFTING EYE16SA503-E11
ASTM A36CORNER CAP8SA503-E1
ASTM A36GUIDE PLATE - BOTTOM8SA503-A17-2
ASTM A36GUIDE PLATE - TOP8SA503-A17-1
ASTM A53LIFTING BRACE32SA503-A11
ASTM A36CORNER ARMOR8SA503-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
1 3/4"Ø HOLE
3/4" PL
/4
" 2'-0"
3/4" PL
3/4" PL
BY GOVERNMENT
WELDING OF JOINT
JOINT IN SA503-A17.
6°
AS NEEDED FOR WELDS
BEVEL EDGES
AS NEEDED FOR WELDS
BEVEL EDGES
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PLAN
ELEVATION ISOMETRIC
ISOMETRIC
NUMBER.
ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE ASSOCIATED PART 1.
GENERAL SHEET NOTES
SCALE: 3"=1'-0"
SA503-A1
A1
SCALE: 1 1/2"=1'-0"
SA503-A11
A11
SCALE: 3/8"=1'-0"
SA503-A17
A17
SCALE: 3"=1'-0"
SA503-E11
E11
SCALE: 3"=1'-0"
SA503-E1
E1
SCALE: 1"=1'-0"
SECTION
L1
SCALE: 1"=1'-0"
VIEW
L5
6"0 3" 1'6"0 3" 1'
6"0 3" 1' 1' 2'0 6"
0 1' 2'6" 0 1' 2'6"
4'0 2' 8'
SA503
L1
SA503
L5
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ASTM A992FRAME - VERTICAL LEG4SB501-A9
ASTM A992FRAME - VERTICAL LEG4SB501-A1
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R 2"
R 1"
R 3"
2 5/8" Ø
13/16" Ø
7 3/4 " TYP
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R 2"
R 1"
R 3"
2 5/8" Ø
13/16" Ø
7 3/4 " TYP
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S
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/1
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1 1/2 "
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T Y
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2 1/2 " TYP
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1 1/2 "
W24x55W24x55
13/16" Ø, TYP
13/16" Ø, TYP13/16" Ø, TYP
13/16" Ø, TYP
13/16" Ø, TYP 13/16" Ø, TYP
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SCALE: 3/8"=1'-0"
SB501-A1
A1
SCALE: 3/8"=1'-0"
SB501-A9
A9
SCALE: 1"=1'-0"
DETAIL
A174'0 2' 8' 4'0 2' 8' 0 1' 2'6"
NUMBER.
ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE ASSOCIATED PART 1.
GENERAL SHEET NOTES
O .C
O .C
O .C
O .C
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O .C
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TYP
L BEAMC
TYP
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O .C
O .C
O .C
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O .C
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O .C
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TYP
L BEAMC
TYP
SB501
A17
SB501
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3" TYP
1"R
2'-6 15/16 "4 5/16 "
3'-3 9/16 "
W10x30
/1
1"
R
1'-7 13/16 "9 7/8 "
4" 4" W24x55
2'-6 15/16 "4 5/16 "
3'-3 9/16 " W6x20
1 5/16 " 3 3/8 "
/1
" HOLE16
Ø
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ASTM A992FRAME - TOP STIFFENER4SB502-G9
ASTM A992SKIN PLATE STIFFENER112SB502-A17
ASTM A992FRAME - HORIZONTAL STIFFENER52SB502-A9
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
10"10 1/2 "
/8
5/16 "
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E E
R S
O H
IO
R
IV
E
R B
A S
IN
P
IK
E I
S L
A N
D L
O C
K A
N D
D A
M
M A
IN
A
N D
A U
X
IL
IA
R
Y L
O C
K C
H A
M B
E R
D S
B U
L K
H E
A D
R E
C E
S S
H
O R
L D
-1
-2
NUMBER.
ENSURE THAT EACH PART IS CLEARLY LABELED WITH THE ASSOCIATED PART 1.
GENERAL SHEET NOTES
SCALE: 1 1/2"=1'-0"
SB502-A9
A9
SCALE: 3"=1'-0"
SB502-A17
A171' 2'0 6" 6"0 3" 1'
SCALE: 1 1/2"=1'-0"
SB502-G9
G9 1' 2'0 6"
TYP
S I
D
R E
V
IE
W
X X
X X
X X
-X X
-X -X
X X
X
W X
X X
X X
-X X
-X -X
X X
L
IB
E R
T Y
A V
E
P
IT
T S
B U
R G
H D
IS
T
R
" PL4
/4
4'-1 5/16 "
5/8 "
/4
/2
BEVEL EACH SIDE
" PL8
3'-11"
/2
/2
/2
5 1/2 "5 1/2 "
1 1/2 " 1 1/2 "
"Ø HOLE, TYP16
7 1/2 "
/8
1" PL
5 3/ 4 "
5/
1 1/2 "
3/
" PL4
" PL8
8"
"2 1/4 "
R
" PL4
/1
ASTM A36TURNBUCKLE REINFORCING PLATE8SB503-G11
ASTM A36CORNER ARMOR4SB503-G5
ASTM A36PICK POINT REINFORCING PLATE16SB503-A17
ASTM A36FOOT8SB503-A11
ASTM A36DEBRIS PLATE4SB503-A5
ASTM A36SKIN PLATE4SB503-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
Z .T
U R
N
O T
E C
T
IO
N P
L A
T E
F A
B R
IC
A
T
IO
N
D E
T A
IL
S
SB503
M .M
A N
T E
R N
A C
H
D .B
O D
M
O E
C K
E N
S T
E D
T
STEEL
1/2 "
/2
1/4 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
O H
IO
R
IV
E
R B
A S
IN
P
IK
E I
S L
A N
D L
O C
K A
N D
D A
M
M A
IN
A
N D
A U
X
IL
IA
R
Y L
O C
K C
H A
M B
E R
D S
B U
L K
H E
A D
R E
C E
S S
H
O R
L D
-1
-2
SCALE: 1/2"=1'-0"
SB503-A1
A1
SCALE: 1 1/2"=1'-0"
SB503-A5
A5
SCALE: 6"=1'-0"
SB503-A17
A17
SCALE: 3"=1'-0"
A11
SCALE: 1 1/2"=1'-0"
SB503-G5
G5
SCALE: 1"=1'-0"
SB503-G11
G11
0 2' 4'1' 1' 2'0 6"
1' 2'0 6" 0 1' 2'6"
6"0 3" 1' 3"0 6"1-1/2"
SB503-A11
S I
D
R E
V
IE
W
X X
X X
X X
-X X
-X -X
X X
X
W X
X X
X X
-X X
-X -X
X X
L
IB
E R
T Y
A V
E
P
IT
T S
B U
R G
H D
IS
T
R
1 3/4" x 13/16"
2 3/4 "
S
P
L8x6x1
6"
4"1"
" PL4
"Ø HOLES, TYP16
135"
1"
13/16" Ø HOLE
" PL4
Z .T
U R
N
O T
E C
T
IO
N P
L A
T E
F A
B R
IC
A
T
IO
N
D E
T A
IL
S
SB504
M .M
A N
T E
R N
A C
H
D .B
O D
M
O E
C K
E N
S T
E D
T
STEEL
ASTM A36NAME PLATE4SB504-G7
ASTM A36GUIDE ANGLE24SB504-G1
ASTM A36PADEYE BASE8SB504-A7
ASTM A36PADEYE8SB504-A1
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
6"
1"
1'-0"
5/16" Ø, TYP
1"
1/2" PL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
P R
O J E
C T
C O
D E
C O
N T
R A
C T
/T .O
N
O
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
O H
IO
R
IV
E
R B
A S
IN
P
IK
E I
S L
A N
D L
O C
K A
N D
D A
M
M A
IN
A
N D
A U
X
IL
IA
R
Y L
O C
K C
H A
M B
E R
D S
B U
L K
H E
A D
R E
C E
S S
H
O R
L D
-1
-2
SCALE: 6"=1'-0"
SB504-A1
A1 3"0 6"1-1/2" SCALE: 6"=1'-0"
SB504-A7
A7 3"0 6"1-1/2"
SCALE: 1 1/2"=1'-0"
SB504-G1
G1 1' 2'0 6" SCALE: 6"=1'-0"
SB504-G7
G7 3"0 6"1-1/2"
TYPTYP
T Y
P T
Y
File details come from the government source that posted it. Updated .