H4ORLD13202001_PLAN_SET_RVW_2020-04-24_COFFERDAM.pdf
PDF 5 MB Posted
- Solicitation number
- W912DS24B0006
About this file
This document appears to be a set of detailed design drawings and specifications for the fabrication and installation of a cofferdam for the New Cumberland Locks and Dam project on the Ohio River Basin. The drawings provide comprehensive technical details on the cofferdam assembly, base, sections, elevations, and various components such as the ladder, stage/pick support, struts, padeye, and anchoring angles. Key details include the estimated weight of the cofferdam (47 kips), requirements for sealing welds and neoprene seals, and specifications for the materials (ASTM A709 Grade 50, ASTM A36, etc.) and fabrication methods. The document also includes general notes and requirements for the contractor, such as the need to permanently mark the cofferdam weight, use of expansion anchors for installation, and guidance on lifting and handling the cofferdam.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
A E
C
G -0
.d g n
SD001
U O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S I
D of Engineers
US Army Corps
PITTSBURGH DISTRICT
NEW CUMBERLAND LOCKS AND DAM
OHIO RIVER BASIN
C
V E
R S
H E
E T
N
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
IN
PRELIMINARY SUBMITTAL
P
IT
T S
B U
R G
H P
A
M .B
R O
W N
B .A
N D
E R
S O
N
COFFER
COFFERDAM FABRICATION
AUX CHAMBER DS BULKHEAD SLOT INSTALLATION
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
APRIL 2020
IN-HOUSE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
A
C
G -0
.d g
SD002
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S I
D
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
S H
E E
T I
N D
E X N
O T
.B
R O
W N
B .A
N D
E R
S O
N
GENERAL STRUCTURAL NOTES
SHEET NO. SHEET TITLE
SHEET INDEX
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
SD516
SD515
SD514
SD513
SD512
SD511
SD510
SD509
SD508
SD507
SD506
SD505
SD504
SD503
SD502
SD501
SD304
SD303
SD302
SD301
SD202
SD201
SD104
SD103
SD102
SD101
SD002
SD001
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
DETAILS - COFFERDAM
ASSEMBLY - COFFERDAM BASE
ASSEMBLY - COFFERDAM BASE
ASSEMBLY - LADDER & STAGE/PICK SUPPORT
ASSEMBLY - STRUT
ASSEMBLY - PADEYE
SECTIONS - COFFERDAM MODIFICATION
SECTIONS - COFFERDAM BASE
SECTIONS - COFFERDAM
SECTIONS - COFFERDAM
ELEVATIONS - COFFERDAM BASE
ELEVATIONS - COFFERDAM
PLAN - COFFERDAM BASE
PLAN & ISOMETRIC - COFFERDAM BASE
PLAN & ISOMETRIC - COFFERDAM
PLAN & ISOMETRIC - COFFERDAM ASSEMBLY
INDEX & GENERAL NOTES
COVER SHEET - COFFERDAM
COFFERDAM SHOULD BE PAINTED AFTER FABRICATION.6.
STRENGTH OF 6.0 kips IN 3000 psi CONCRETE.
EXPANSION ANCHORS WITH AN ALLOWABLE SHEAR
THE BOTTOM FRAME. REQUIRED ANCHORS ARE 1"Ø x 9"
AT/NEAR EVERY OTHER HORIZONTAL FRAME, STARTING AT
AFTER DEWATERING. BOLTS SHOULD BE INSTALLED
FOR COFFERDAM INSTALLATION) ANGLE (12 TOTAL
LOCATIONS. SIX BOLTS SHOULD BE INSTALLED IN EACH
BOLT LOCATION ADJUSTMENT DUE TO VARYING FIELD
THE BOLTING ANGLES HAVE MULTIPLE HOLES TO ALLOW 5.
THIS CAPACITY.
PICKING THE COFFERDAM, AND SHOULD NOT BE USED IN
STRUTS ARE NOT DESIGNED FOR ATTACHING TO FOR 4.
POSITION "V" ON DRAWING SD301.
LIFTING IN THE VERTICAL POSITION IS INDICATED AS
VERTICAL POSITION. STRUT INSTALLATION LOCATION FOR
ONE STRUT IS REQUIRED TO PICK THE COFFERDAM IN THE
PICKING VERTICAL:
ARE INDICATED AS POSITION "H" ON DRAWING SD301.
LOCATIONS FOR LIFTING IN THE HORIZONTAL POSITION
THE HORIZONTAL POSITION. STRUT INSTALLATION
TWO STRUTS ARE REQUIRED TO PICK THE COFFERDAM IN
PICKING HORIZONTAL:
BEEN FABRICATED AND ARE AVAILABLE.
PICKINGTHE COFFERDAM. ONLY THREE STRUTS HAVE
HORIZONTAL REMOVABLE STRUTS ARE REQUIRED FOR 3.
COFFERDAM.
BASE. WEIGHT SHALL BE PERMANENTLY MARKED ON THE
THE WEIGHT OF THE COFFERDAM IS 47 kips INCLUDING THE 2.
HYDRAULIC STEEL STRUCTURES GUIDE SPECIFICATION.
STRUCTURE SHOULD FOLLOW ER 1110-2-8157 AND THE
IN THE DISTRICT HSS INVENTORY. FABRICATION OF THIS
PER LRP GUIDANCE, THIS STRUCTURE WILL BE INCLUDED 1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD101
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
C O
F F
E R
D A
M A
S S
E M
B L
Y
M .B
R O
W N
B .A
N D
E R
S O
N
SCALE : NTSA1
ISOMETRIC - COFFERDAM
IS
O
M E
T R
IC
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD511-A6
SD508-A3
SD507-A1
SD508-A1
SD501-A1 SD501-A1
SD501-A1SD501-A1
SD508-A7
SD508-A3
SD503-A1 SD503-A1
SD506-A1
SD509-A1
SD507-A9
SD507-A9
SD508-A5
SD508-A5
SD507-A1
SD509-A5
SD508-A5 SD508-A5
SD502-A1
SD59-A9 SD509-A8
SD506-A7
SD509-A5
SD506-A7
%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD102
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
P L
A N
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
A1
PLAN - COFFERDAM
S D
A
SD201
A1
SD301
A1
OPP
TYP
O P
P
T Y
P
S D
A
"4 114'-9
"4 39'-10"4
12'-5
5/16 5/16
5/16
5/16
1/4
5/16
5/16
C LADDERLC LADDERL
1/4
1/4
NOTE 1
1/4
1/4
NOTE 1
CJP
3/16
3/16
5/16
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
NOTE 2
NOTE 3 NOTE 3
1/4
1/4
NOTE 1
NDT
NDT
CJP NDT
CJP
NDT
CJP
5/16
NOTE 2
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
C STIFFENERL
LC PICKING EYE
C STIFFENERL
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
GENERAL SHEET NOTES
O P
P
T Y
P
"x7" NEOPRENE SEAL2
FOR CLARITY
SEAL NOT SHOWN
"x7" NEOPRENE SEAL2
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
SURFACE)
HAVE HOLES (DAMMING
BOTTOM BEAMS DO NOT
STIFFENERS REQUIRED ON BOTH SIDES OF WEB FOR ALL FRAMES.3.
STIFFENERS REQUIRED ON BOTH SIDES OF WEB FOR TOP FRAME ONLY.2.
WELDS IN ORDER TO PREVENT WATER INFILTRATION.
SEAL WELD ALL EDGES OF MEMBERS AND PLATES IN CONTACT NOT RECEIVING STRUCTURAL 1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD504-A5
SD504-A7
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD103
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
M .B
R O
W N
B .A
N D
E R
S O
N
SCALE : NTS
SD304
ANCHORING ANGLE
SD104
A4 SD202
A1
SD303
A1
A5
SCALE : 3/4"=1'-0" 0 1' 2' 3'
R .N
IC
K E
L
B .A
N D
E R
S O
N
P L
A N I S
O M
E T
R
IC
SD304
A1
ANGLE
ANCHORING
SD104
D4
SD104
D8
GENERAL NOTES
SD104
A8
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
COFFERDAM
COFFERDAM BASE
COFFERDAM BASE
COFFERDAM
C O
F F
E R
D A
M B
A S
E
COFFER
A1
ISOMETRIC - COFFERDAM BASE
A5
PLAN - 3-SIDED COFFERDAM BASE
PAINT COFFERDAM BASE AFTER FABRICATION. 3.
3000 psi CONCRETE.
WITH AN ALLOWABLE SHEAR STRENGTH OF 19.0 kips IN
REQUIRED ANCHORS ARE 1"Øx9" EXPANSION ANCHORS
BULHEAD, STARTING AT THE BOTTOM FRAME MEMBER.
AT/NEAR EVERY HORIZONTAL FRAME MEMBER OF THE
THE BULKHEAD (ABOVE WATER). INSTALL ANCHORS
THOSE ANCHORS WERE INSTALLED NEAR THE TOP OF
FOR SUPPORTING THE DEAD WEIGHT, UNLESS ALL OF
FIFTEEN (15) CAN INCLUDE THE ANCHORS INSTALLED
THE WALL SIDE BASE SEAL ANGLE. THE TOTAL OF
FIVE (5) ON EACH SIDE ANCHORING ANGLE AND FIVE (5) IN
FIFTEEN (15) TOTAL ANCHORS NEED TO BE INSTALLED -
UPLIFT FROM DEWATERING OF BULKHEAD, A MINIMUM
THE ANCHORING ANGLES, 3 ON EACH SIDE. TO RESIST
SIX (6) ANCHORS ARE REQUIRED TO BE INSTALLED IN
THE BULKHEAD DEAD WEIGHT, BEFORE DEWATERING,
TO SECURE THE BULKHEAD TO THE WALL AND SUPPORT
(ARMOR, EMBEDDED REINFORCING,ETC) WHEN INTALLED.
LOCATION ADJUSTMENT DUE TO VARYING CONDITIONS
SEAL ANGLE HAVE MULTIPLE HOLES TO ALLOW ANCHOR
THE TWO ANCHORING ANGLES AND THE WALL SIDE BASE 2.
HYDRAULIC STEEL STRUCTURES GUIDE SPECIFICATION.
STRUCTURE SHOULD FOLLOW ER 1110-2-8157 AND THE
IN THE DISTRICTS HSS INVENTORY. FABRICATION OF THIS
PER LRP GUIDANCE, THIS STRUCTURE WILL BE INCLUDED 1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD504-A1 SD505-C5
SD505-A1
SD505-A5
SD505-A3
SD516-A3
SD516-A3
SD504-A5
SD504-A7
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD104
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
M .B
R O
W N
A .C
A M
P B
E L L
R .N
IC
K E
L
B .A
N D
E R
S O
N
SCALE : 3/4"=1'-0" 0 1' 2' 3'
1"
COFFERDAM
EXISTING 3-SIDED
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8 56'-3
P L
A N
A4
PLAN - ANCHORING ANGLE
1(INTERSECTING WELD) TYP
0 3" 6" 9" 12"SCALE : 3"=1'-0"
GENERAL SHEET NOTES
PRIOR TO PLACEMENT.
EXPANDING FOAM, OR OTHER TEMPORARY MEANS
FILL HOLE WITH HIGHLY COMPRESSIBLE SEAL MATERIAL, 1.
D4
ENLARGED PLAN
0 3" 6" 9" 12"SCALE : 3"=1'-0"D8
ENLARGED PLAN
COFFERDAM
EXISTING 3-SIDED
SHEET NOTE 1
SEE GENERAL
SHEET NOTE 1
SEE GENERAL
0 3" 6" 9" 12"SCALE : 3"=1'-0"A8
PLAN - INSTALLATION
ON SHEET S-101.
ANCHOR, SEE GENERAL NOTE 2
DRILL AND INSTALL EXPANSION
NEOPRENE SEAL
PRELIMINARY SUBMITTAL
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
C O
F F
E R
D A
M B
A S
E
COFFER
COFFERDAM
EXISTING 3-SIDED
COFFERDAM
EXISTING 3-SIDED
A1
PLAN - 3-SIDED COFFERDAM BASE
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
OR
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD503-A1
SD509-A5 SD509-A5
SD509-A8
SD509-A5
SD506-A1
SD501-A1 SD501-A1
SD501-A1SD501-A1
SD506-A1
SD508-A7
SD509-A1
SD503-A1 S5703-A1
SD509-A8 SD506-A1
SD508-A3
SD506-A1
SD501-A1SD501-A1 SD501-A1SD506-A1 SD501-A1
SD506-A1
SD506-A3
SD508-A1
SD509-A8
SD503-A5
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD201
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
E L E
V A
T
IO
N S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
SEAL
" NEOPRENE8
1"x72
1(2)2
SEAL
" NEOPRENE8
1"x72
1(2)2
SEAL
"x7" NEOPRENE2
"4 114'-9
1'-10"
"8 37'-
1'-1" "8 34'-11
SEAL
"x7" NEOPRENE2
SEAL
" NEOPRENE8
1"x72
1(2)2
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"A6
ELEVATION - COFFERDAM
A1
ELEVATION - COFFERDAM
SEAL
"x7" NEOPRENE2
CL CL
SEAL
" NEOPRENE8
1"x72
1(2)2
SUPPORT (SIX LOCATIONS)
Ø HOLES FOR ALUMINUM PLANK
" 16
13GOVERNMENT TO FIELD DRILL (4)
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
GENERAL SHEET NOTES
COFFERDAM BASE NOT SHOWN.1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD504-A5
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD202
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
M .B
R O
W N
A .C
A M
P B
E L L
R .N
IC
K E
L
B .A
N D
E R
S O
N
E L E
V A
T
IO
N
0 1' 2' 4'SCALE : 1/2"=1'-0"
TOP OF SKIN PLATE
1 TYP
COFFER
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
PRELIMINARY SUBMITTAL
C O
F F
E R
D A
M B
A S
E
COFFERDAM
A1
ELEVATION - COFFERDAM
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD508-A5
SD507-A9SD508-A5
SD506-A7
SD506-A1
SD508-A5
SD509-A5 SD507-A7
SD502-A1
SD506-A7
SD507-D7
SD506-A1
SD507-D9
SD509-A1
SD506-A9
SD507-A3
SD506-A1
SD509-A8
SD502-A1
SD502-A1
SD507-D3
SD507-D3
SD506-A1
SD507-A5
SD507-A5
SD506-A1 SD502-A1
SD507-D5
SD506-A5 SD507-D5SD506-A3
SD506-A9
SD506-A9
SD506-A7
SD506-A9
SD506-A9
SD506-A7
SD506-A9
SD506-A7
SD506-A7
SD506-A9
SD506-A9
SD506-A7
SD506-A9
SD506-A9
SD506-A5
SD506-A9
SD506-A7
SD506-A9
SD506-A1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD301
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
S E
C T
IO
N S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
SEAL
"x7" NEOPRENE2
SEAL
" NEOPRENE8
1"x72
1(2)2
SEAL
" NEOPRENE8
1"x72
1(2)2
"8 36'-0
1/4
TYP
SD302
A1
SD302
E5
1/4
1/4
TYP
A1
SECTION - COFFERDAM
A5
SECTION - COFFERDAM
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
SD302
E1
SD302
A5
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
COFFERDAM BASE NOT SHOWN.1.
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD506-A9
SD506-A1
SD509-A8
SD507-A9
SD509-A1
SD508-A5
SD507-A7
SD506-A1
SD507-D7
SD507-A7
SD506-A1
SD506-A5
SD506-A3
SD509-A1
SD508-A5
SD509-A8
SD507-A9
SD507-D7
SD506-A7
SD506-A7
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
S E
C T
IO
N S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
A
B
C
D
E
F
G
TYP
CJP,
NOTE 1
CJP,
SKIN PLATE
NOTE1
CJP
NOTE1
CJP
NOTE1
CJP
NOTE1
CJP
UT 100%
CJP
UT 100%
CJP
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
UT 100%
CJP
1/4
0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 1" 2" 3" 4"SCALE : 6"=1'-0"
A1
SECTION
E1
SECTION
E5
SECTION - WITH SKIN PLATE
LOCATIONS.
TYPICAL SECTION AT ALL VERTICAL ANGLE 2.
PLATE, USE SKIN PLATE AS A BACKER BAR.
WHERE ANGLE IS IN CONTACT WITH SKIN 1.
NOTES:
(OUTSIDE) AND WELD TO OBTAIN CJP.
WITH SKIN PLATE, BACK GOUGE
WHERE ANGLE IS NOT IN CONTACT 1.
NOTES:
1/4
1/4 p w \C
O E -L
R P
P W
S P
IT
.l rp .d s .u s a c e .a rm y .m il :c o e -l rp p w s p it .l rp .d s .u s a c e .a rm y .m il \D o c u m e n ts \C iv il W o rk s \O h io R iv e r
B a s in \1
N e w C u m b e rl a n d L o c k s D a m
\A u x C h a m b e r
D S B u lk h e a d S lo ts S il l In s ta ll a ti o n R
F F
Y \E n g in e e ri n g \D e s ig n s \S h e e ts \H
O
R L
D
:2
:2
P
M
B E
C D
M A
B
D
A T
E $ A5
SECTION - WITHOUT SKIN PLATE
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
SD302
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD516-A3
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD303
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
M .B
R O
W N
B .A
N D
E R
S O
N
R .N
IC
K E
L
B .A
N D
E R
S O
N
EXISTING 3-SIDED COFFERDAM
WASHER, TYP
1" Ø A325 BOLT WITH LEAD
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
3-SIDED COFFERDAM BASE
ON SHEET SD103.
ANCHOR, SEE GENERAL NOTE 2
DRILL AND INSTALL EXPANSION
GENERAL NOTES
AND ONE EACH ON THE NUT SIDE.
WASHERS PER BOLT, ONE EACH ON THE BOLT HEAD SIDE
PROVIDE (2) LEAD WASHERS AND (2) ASTM F436 1.
NEOPRENE SEAL
COFFER
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
C O
F F
E R
D A
M B
A S
E
S E
C T
IO
N S
PRELIMINARY SUBMITTAL
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
SECTION - COFFERDAM BASE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD304
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
M .B
R O
W N
A .C
A M
P B
E L L
R .N
IC
K E
L
B .A
N D
E R
S O
N
S E
C T
IO
N S
SCALE : 3/4"=1'-0" 0 1' 2' 3'2'1'0SCALE : 1"=1'-0"
NOMINAL 5 SP @ 1'-0" O.C. = 5'-0" NOMINAL 12 SP @ 1'-0" O.C. = 12'-0"
GENERAL SHEET NOTES
TO MATCH MARK HOLE LOCATIONS FOR DRILLING.
ORDER TO INSTALL THE BASE. USE MARK NEW ANGLES
BOTTOM W8x40 BEAM OF THE 3-SIDED COFFERDAM IN
HOLES TO BE ADDED TO THE TOP FLANGE OF THE 1.
SHEET NOTE 1
SEE GENERAL
" Ø, TYP, 16
SHEET NOTE 1
SEE GENERAL
" Ø, TYP,16
FIELD VERIFYFIELD VERIFY
COFFER
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
PRELIMINARY SUBMITTAL
C O
F F
E R
D A
M M
O D
IF
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
A5
SECTION - COFFERDAM
SECTION - COFFERDAM
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD510-A1
SD510-A1
SD510-A5
SD510-A8
SD510-A5
SD510-A8
SD510-A8
SD510-A1
SD510-A8
SD510-A5
SD510-A8
SD510-A1
SD510-A5
SD510-A8
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD501
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
A S
S E
M B
L Y
P A
D E
Y E
M .B
R O
W N
B .A
N D
E R
S O
N
0 1" 2" 3" 4"SCALE : 6"=1'-0"
GENERAL SHEET NOTES
PRIOR TO WELDING.
BETWEEN THE STIFFENER AND STRUCTURAL MEMBERS
STIFFENERS SHALL HAVE AT LEAST 75% BEARING 2.
TO PREVENT MOISTURE INFILTRATION.
CONTACT NOT RECEIVING STRUCTURAL WELDS IN ORDER
SEAL WELD ALL EDGES OF MEMBERS AND PLATES IN 1.
"2
1'-2"
1'-1"
NOTE 2 5/16
5/16 NOTE 1
TYP OF 4,
5""2
5/16
5/16 NOTE 1
TYP OF 4,
UT 100%
CJP
TYP
ISOMETRIC
A1
SD501-A1 - PADEYE ASSEMBLY
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD501-A1 ASTM A709, GR 50PADEYE ASSEMBLY81
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD511-A3
SD511-A1
SD511-A3
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD502
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
A S
S E
M B
L Y
S T
R U
T
M .B
R O
W N
B .A
N D
E R
S O
N
1/4
TYP
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1
SD502-A1 - STRUT ASSEMBLY
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD502-A11 3 STRUT ASSEMBLY N/A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD513-A1
SD513-A4
SD513-A7
SD512-C7
SD512-A7
SD512-A4
SD512-E7
SD512-A1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD503
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
A S
S E
M B
L Y
M .B
R O
W N
B .A
N D
E R
S O
N
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
3'-0" "2
"4 33'-
3/16
3/16
8"
4"
1/4
3/16
3/16
TYP
TYP
TYP
TYPTYP
A1
SD503-A1 - LADDER ASSEMBLY
A5
SD503-A5 - STAGE/PICK SUPPORT ASSEMBLY
L A
D D
E R S
T A
G E /P
IC
K S
U P
P O
R T
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD503-A1
SD503-A5
LADDER ASSEMBLY ASTM A36, HOT DIP GALV AFTER FAB
NA
ASSEMBLY
STAGE/PICK SUPPORT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD514-A1
SD514-A5
SD514-A8
SD514-C8
SD514-C8
SD514-C5
SD514-A8
SD516-A1
SD515-A1
SD516-A1
SD515-A4
SD514-C5
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD504
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
0 1' 2' 4'SCALE : 1/2"=1'-0"
"4 34'-4"2
14'-4"4 34'-4
8"8"
"8 73 "8
M .B
R O
N W
SEE NOTE
WELD BEAD,
2'1'0SCALE : 1"=1'-0"
S
P
O .C
TYP
TYP
2'1'0SCALE : 1"=1'-0"
S T
A G
G E
R W
IT
H H
O L E
S
TYP
L HOLECL HOLEC
TYP
A5
SD504-A5 - ASSEMBLY
ANCHORING ANGLE
NOTE: ESTIMATED WEIGHT: 1062 LBS
WELDS
FILLET
TYP ALL
BOTTOM PLATE
INTERIOR AND/OR EXTERIOR OF
WELD ORIENTATION LABEL ON
ESTIMATED WEIGHT: 2,360 LBS
NOTES:
INSTALLED
BASE ANGLES
DRILL HOLES AFTER
MATCH-MARK AND
PEWARS TO
INSTALLED
BASE ANGLES
DRILL HOLES AFTER
MATCH-MARK AND
PEWARS TO
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
A S
S E
M B
L Y
C O
F F
E R
D A
M B
A S
E
PRELIMINARY SUBMITTAL
COFFER
B .A
N D
E R
S
2'1'0SCALE : 1"=1'-0"
S
P
O .C
TYPTYP
2'1'0SCALE : 1"=1'-0"
S T
A G
G E
R W
IT
H H
O L E
S
TYP
A7
SD504-A7 - ASSEMBLY
ANCHORING ANGLE
NOTE: ESTIMATED WEIGHT: 1062 LBS
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION
SD504-A7
SD504-A5
SD504-A1
ANCHORING ANGLE ASSEMBLY
ANCHORING ANGLE ASSEMBLY
3 SIDED BULKHEAD BASE ASSEMBLY
MATERIAL
N/A
N/A
N/A
SD504-A1 - ASSEMBLY - COFFERDAM BASE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
SD516-C1
SD514-E1
SD516-C1
SD515-A7 SD515-A9
SD516-C1
SD514-E3
SD516- C1
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD505
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
M .B
R O
N W
A1
SD505-A1 - ASSEMBLY
A3
SD505-A3 - ASSEMBLY
BASE LONG ANGLE BASE SEAL ANGLE
2'-1"2'-1""16
TYP
TYP
TYP TYP
A5
SD505-A5 - ASSEMBLY - BASE SHORT ANGLE
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"
TYP
NOTE: ESTIMATED WEIGHT: 100 LBS
NOTE: ESTIMATED WEIGHT: 230 LBS NOTE: ESTIMATED WEIGHT: 348 LBS
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
A S
S E
M B
L Y
C O
F F
E R
D A
M B
A S
E
PRELIMINARY SUBMITTAL
COFFER
B .A
N D
E R
S
TYP
2'-1"2'-1""16
TYP
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
NOTE: ESTIMATED WEIGHT: 100 LBS
MATERIAL SCHEDULE
MARK NO. QTY DESCRIPTION MATERIALITEM
C5
SD505-C5 - ASSEMBLY - BASE SHORT ANGLE
SD505-C5
SD505-A5
SD505-A3
SD505-A1
BASE SHORT ANGLE
BASE SHORT ANGLE
BASE SEAL ANGLE
BASE LONG ANGLE
N/A
N/A
N/A
N/A
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD506
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
A9
SD506-A9
GENERAL SHEET NOTES
ASSOCIATED PART NUMBER.
ENSURE EACH PART IS CLEARLY LABELED WITH 1.
2'1'0SCALE : 1"=1'-0"
"8
" T
YP
R
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
E5
DETAIL
° 4
0 3" 6" 9" 12"SCALE : 3"=1'-0"
IN FLANGE
GRIND BEVEL
A1
SD506-A1
2'1'0SCALE : 1"=1'-0"
"8
"16
W8x40
"16
CL
" T Y P
R
E5
E5
A3
SD506-A3
2'1'0SCALE : 1"=1'-0"
"16
W8x40
"16
" T Y P
R
E5
E5
1" Ø, TYP
E5
A7
SD506-A7
2'1'0SCALE : 1"=1'-0"
"8
NOTE 1.
STRUT, SEE
HOLES FOR
TYP
" Ø,16
" T
YP
R
1" Ø, TYP
E5
A5
SD506-A5
2'1'0SCALE : 1"=1'-0"
" T
YP
R
E5 "2
"2
CL
" TYP16
" TYP16
T
Y P
E5
" TYP16
" TYP16
" TYP16
" TYP16
T
Y P
T
Y P
SUPPLIER)
REQUIRED BY STEEL
BY GOVERNMENT (NOT
LADDER INSTALLATION
HOLES IN FLANGE FOR
FIELD DRILL Ø13/16"
E5 E5
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD506-A9
SD506-A7
SD506-A5
SD506-A2
SD506-A1
ASTM A992
ASTM A992
ASTM A992
ASTM A992
ASTM A992
SIDE BEAM
SIDE BEAM
SIDE BEAM
FRONT BEAM
FRONT BEAM
1" Ø, TYP
W8x40
W8x40 W8x40
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD507
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
A9
SD507-A9
A7
SD507-A7
A1
SD507-A1
D9
SD507-D9
D7
SD507-D7
1L4x4x
1L4x4x 2
1L4x4x
GENERAL SHEET NOTES
ASSOCIATED PART NUMBER.
ENSURE EACH PART IS CLEARLY LABELED WITH 1.
" PL2
"4
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0" 2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0" 2'1'0SCALE : 1"=1'-0"
"4
" PL4
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
1L4x4 2
1L4x4
1L4x42
1L4x4
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 6" 1' 2'SCALE : 1 1/2"=1'-0"
D3
SD507-D3
D5
SD507-D5
A3
SD507-A3
A5
SD507-A5
QTY: 4
MAT: ASTM A709, GR 50
QTY: 4
MAT: ASTM A709, GR 50
QTY: 6
MAT: ASTM A709, GR 50
QTY: 2
MAT: ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
SD507-D9
SD507-D7
SD507-D5
SD507-D3
SD507-A9
SD507-A7
SD507-A5
SD507-A3
SD507-A1
STIFFENER
VERTICAL ANGLE
VERTICAL ANGLE
VERTICAL ANGLE
VERTICAL ANGLE
VERTICAL ANGLE
VERTICAL ANGLE
VERTICAL ANGLE
BACK SKIN PLATE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD508
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
"16
" TY
P
R
" PL2
SCALE : 1"=1" 2"1"0A1
SD508-A1
A3
SD508-A3
A5
SD508-A5
WITH THE ASSOCIATED PART NUMBER
ENSURE THAT EACH PART IS CLEARLY LABELED1.
GENERAL SHEET NOTES
3L6x6x
"2
" HOLE8
1Ø 1
S
P A
C E
S C /C
S
P A
C E
S
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
SUPPORT BRACES
FOR CONCRETE
" NOTCH4
35"x10
F
A B
R
IC
A T
E D L
E N
G T
H
S
T A
N D
A R
D B
A R L
E N
G T
H
GOV PERSONNEL
WELDED BY
JOINT TO BE
BAR
1"x1" SQUARE
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
A7
SD508-A7
0 3" 6" 9" 12"SCALE : 3"=1'-0"
3L6x6x
"2
" HOLE8
1Ø 1
S
P A
C E
S C /C
S
P A
C E
S
L C L C
L C L C
L C L C
L C L C
L C L C
L C
SUPPORT BRACES
FOR CONCRETE
" NOTCH4
35"x10
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD508-A7
SD508-A5
SD508-A3
SD508-A1
MOUNTING ANGLE
STIFFENER
SEAL GUIDE
MOUNTING ANGLE
L C
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A36
ASTM A709, GR 50
FABRICATED LENGTHS.
LENGTHS TO MAKE (2) 30'-8"
PROVIDE 4 STANDARD 20'-0" 1.
NOTES:
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD509
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
WITH THE ASSOCIATED PART NUMBER
ENSURE THAT EACH PART IS CLEARLY LABELED1.
GENERAL SHEET NOTES
" FABRICATED WIDTH4
114'-7
" SUPPLIED WIDTH8
57'-3" SUPPLIED WIDTH8
57'-3
" PL2
BY GOVERNMENT
WELD PER DETAIL
ONE PLATE FOR GROOVE
SUPPLIER TO BEVEL
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"A1
SD509-A1
"2 15 "4
30° BEND
"4 3Ø 1
"8 7R 4
" PL2
11"
6'-10"
"8
5"
A8
SD509-A8
A5
SD509-A5
2'1'0SCALE : 1"=1'-0"
" Ø, TYP16
" PL2
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD509-A8
SD509-A5
SD509-A1
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
SIDE SKIN PLATE
LIFT STRAP
FRONT SKIN PLATE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD510
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
F1
SECTION
0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
WITH THE ASSOCIATED PART NUMBER
ENSURE THAT EACH PART IS CLEARLY LABELED1.
GENERAL SHEET NOTES
"4
BEVEL FOR WELDING
GRIND DOUBLE
"2
"2
1'-1"
R
" PL2
" PL2
" PL2
1'-2"
"4
"8
F
A8
SD510-A8
A1
SD510-A1
"4
R
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
A5
SD5010-A5
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD510-A8
SD510-A5
SD510-A1
ASTM A709, GR 50
ASTM A709, GR 50
ASTM A709, GR 50
PADEYE STIFFENER
PADEYE BASE
PADEYE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD511
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S
WITH THE ASSOCIATED PART NUMBER
ENSURE THAT EACH PART IS CLEARLY LABELED1.
GENERAL SHEET NOTES
4" STD PIPE
8"
5""2
"16
4"
PIPE
C 4" STDL
IP
E
C S
T D
L
" PL2
0 1" 2" 3" 4"SCALE : 6"=1'-0"2'1'0SCALE : 1"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
1'-6"
" PL8
A1
SD511-A1
A3
SD511-A3
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
A6
SD511-A6
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD511-A6
SD511-A3
SD511-A1
ASTM A276, TYPE 304
ASTM A709, GR 50
ASTM A53
ID PLATE
STRUT PLATE
STRUT
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD512
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
N
0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
2'1'0SCALE : 1"=1'-0"
GENERAL SHEET NOTES
E7
SD512-E7
C7
SD512-C7
A7
SD512-A7
A4
SD512-A4
A1
SD512-A1
L8x4x1/2
"4
1"Ø BAR
1"Ø BAR
"4 31'-6
"4 31'-5
"4
HOLE
"Ø BOLT16
HOLE
"Ø BOLT16
S
P A
C E
S C /C
(TYP)
"Ø HOLE16
FLAT BAR
"2 1"x22
"4
(TYP)
"Ø HOLE16
HOLE
"Ø BOLT16
HOLE
"Ø BOLT16
FLAT BAR
"2 1"x22
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD512-E7
SD512-C7
SD512-A7
SD512-A4
SD512-A1
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A36
LADDER BRACKET
LADDER RUNG
LADDER RUNG
LADDER EXTENSION
LADDER
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD513
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
O H
IO
R
IV
E R B
A
T S
B U
R G
H P
A
COFFER
D E
T A
IL
S
C O
F F
E R
D A
M
M .B
R O
W N
B .A
N D
E R
S O
0 1" 2" 3" 4"SCALE : 6"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
GENERAL SHEET NOTES
A7
SD513-A7
A4
SD513-A4
A1
SD513-A1
"16 3HSS 4x2x
"4
"2 11 "2
8"
" Ø, TYP16
" PL2
" PL4
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
SD513-A7
SD513-A4
SD513-A1
ASTM A36
ASTM A36
ASTM A500, GRADE B
SUPPORT BRACE EAR
SUPPORT BRACE PLATE
SUPPORT BRACE
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD514
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
S
P
O .C
"4 16'-2
" Ø, TYP16
" PL4
2'1'0SCALE : 1"=1'-0"A1
SD514-A1
2'1'0SCALE : 1"=1'-0"A5
SD514-A5
2'1'0SCALE : 1"=1'-0"C5
SD514-C5
2'1'0SCALE : 1"=1'-0"A8
SD514-A8
" PL4
"4 34'-3
" CHAMFER2
" CHAMFER, TYP2
"2
R
TY
P
"2
R
"2 14'-
"2 15'-6
45°
" PL4
3 " PL4
D E
T A
IL
S
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
C8
SD514-C8
"8
0 1" 2" 3" 4"SCALE : 6"=1'-0"
R .N
IC
K E
L
M .B
R O
N W
2'1'0SCALE : 1"=1'-0"
S
P
O .C
S
P
O .C
"2 12 "2
" Ø, TYP16
3L4x4x
E1
SD514-E1
2"
6"
R
2"
" PL4
P
E N E
N D
C L
O S
E D E
N D
NOTE:
PEN
END WITH GREASE
ANNOTATE OPEN
BY GOVERNMENT
AND SIDES TO BE DRILLED
HOLES ON CLOSED END
BY GOVERNMENT
AND SIDES TO BE DRILLED
HOLES ON CLOSED END
PRELIMINARY SUBMITTAL
COFFER
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A M
B .A
N D
E R
S
NUMBER FOR DELIVERY.
CLEARLY LABEL EACH PART WITH ASSOCIATED MARK 2.
REQUIRED WASHERS AND 30 SPARES.
QUANTITIES SHOWN FOR SD514-E5 ARE FOR 230 1.
2'1'0SCALE : 1"=1'-0"
S
P
O .C
S
P
O .C
"2 12 "2
" Ø, TYP16
3L4x4x
E3
SD514-E3
SD514-E3
SD514-E1
SD514-C8
SD514-C5
SD514-A8
SD514-A5
SD514-A1
BASE SHORT ANGLE
BASE SHORT ANGLE
LIFT EYE
STIFFENER
STIFFENER
STIFFENER
BOTTOM PLATE
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
" CHAMFER, TYP2
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD515
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
2'1'0SCALE : 1"=1'-0"A7
SD515-A7
D E
T A
IL
S
M .B
R O
W N
B .A
N D
E R
S O
N
"4 12"2
T Y P
" Ø, TYP16
3L4x4x
2'1'0SCALE : 1"=1'-0"A9
SD515-A9
"4
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
2'1'0SCALE : 1"=1'-0"A1
SD515-A1
5"
5"
S
P
O .C
S
P
O .C
S
P
O .C
S
P
O .C
"4 15"4
GENERAL SHEET NOTES
3L8x8x
"Ø, TYP8
TYP
" Ø,16
TYP
" Ø,16
3L8x4x
TYP
" Ø,8 1 1
NUMBER FOR DELIVERY.
CLEARLY LABEL EACH PART WITH ASSOCIATED MARK 2.
FOR 28 REQUIRED AND 4 SPARES.
QUANTITIES SHOWN FOR SD515-A8 HANDLE RUNGS ARE 1.
S
P
O .C
COFFER
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
2'1'0SCALE : 1"=1'-0"A4
SD515-A4
" 5"
" 5"
S
P
O .C
"4
3L8x8x
SD515-A9
SD515-A7
SD515-A4
SD515-A1
BASE SEAL ANGLE
BASE LONG ANGLE
ANCHORING ANGLE
ANCHORING ANGLE
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
"Ø, TYP8
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
O
P T
IO
N A
L V
A L
U E
C
G -0
.d g
SD516
O
P T
IO
N
L
IB
E R
T Y A
V E
P
IT
T S
B U
R G
H D
IS
T R
IC
T
®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
F
IL
E N
A M
E
A N
S
IO
R
IV
E R B
A
T S
B U
R G
H P
A
D E
T A
IL
S
M .B
R O
W N
B .A
N D
E R
S O
N
MATERIAL SCHEDULE
ITEM MARK NO. QTY DESCRIPTION MATERIAL
A1
SD516-A1
"8
"2
135°
° "Ø ROD4
0 3" 6" 9" 12"SCALE : 3"=1'-0"
GENERAL SHEET NOTES
C1
SD516-C1
0 1" 2" 3" 4"SCALE : 6"=1'-0"
"2
"2
1" R
" PL2
E1
SD516-E1
0 1" 2" 3" 4"SCALE : 6"=1'-0"
R
" PL2
SD516-E1
SD516-C1
SD516-A5
SD516-A3
SD516-A1
"2
"2
NUMBER FOR DELIVERY.
CLEARLY LABEL EACH PART WITH ASSOCIATED MARK 2.
FOR 28 REQUIRED AND 4 SPARES.
QUANTITIES SHOWN FOR SD513-A8 HANDLE RUNGS ARE 1.
COFFER
C O
F F
E R
D A
M F
A B
R
IC
A T
IO
N
A U
X C
H A
M B
E R D
S B
U L
K H
E A
D S
L O
T I
N S
T A
L L
A T
IO
N
N E
W C
U M
B E
R L
A N
D L
O C
K S A
N D D
A5
SD516-A5
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
2"
" THICK8
A3
SD516-A3
2"
2 SP @
5" O.C. = 10"
"16 131'-3
" CHAMFER2
" Ø, TYP16
" PL4
"4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
GOVERNMENT
BE DRILLED BY
HOLES ON SIDE TO
SEALING WASHER
CORNER PLATE
ANGLE STIFFENER
ANGLE STIFFENER
HANDLE RUNGS
ASTM B749
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A36
File details come from the government source that posted it. Updated .