A22 - W912EK21R0025-0003 - PLAN_SET.pdf
PDF 4 MB Posted
- Attached to
- Culvert Slide Valves for Dresden Lock and Strut Arms for multiple lock sites on the Illinois River
- Solicitation number
- W912EK21R0025
About this file
This solicitation requests bids for the fabrication and delivery of culvert slide valves and miter gate strut arm components to four lock sites on the Illinois River. The work will be awarded through the Department of the Army Corps of Engineers Engineering District Rock Island, and involves supplying culvert valves, strut arms, and associated parts to the Starved Rock, Marseilles, Brandon Road, and Dresden Island locks. Bids are due by the date specified in the solicitation document. The culvert valves and strut arms must meet technical specifications for materials, dimensions, finishes, and other requirements as detailed in the engineering drawings and specifications provided.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912EK21R0025-0003.pdf | ||
| W912EK21R0025-0002.pdf | ||
| W912EK21R0025-0001.pdf | ||
| A22 - W912EK21R0025.pdf | ||
| A22 - W912EK21R0025 - Plan_Set.pdf |
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
- SIDE SEAL FRICTION COEFFICIENT, = 0.75
- ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE (UHMWPE) SLIDE FRICTION COEFFICIENT, = 0.167
- ACCESSORIES ARE APPROXIMATELY 0.83 KIPS
- CULVERT VALVE IS APPROXIMATELY 8.3 KIPS
THE ESTIMATED DRY WEIGHT OF EACH CULVERT VALVE IS 9.130 KIPS
1. CULVERT VALVE DESIGN DATA:
ACCESS HOLES BY CONTRACTING OFFICER.
EPOXY (ONE SUCH PRODUCT IS BELZONA 1111) AFTER APPROVAL OF THE PLACEMENT OF THE WELD
PENETRATE THE DAMMING SURFACE SHALL BE FILLED WITH A GOVERNMENT APPROVED TWO-PART
9. PROVIDE WELD ACCESS HOLES TO AVOID INTERSECTING WELDS. ANY WELD ACCESS HOLES THAT
8. ALL WELDS SHALL BE WRAPPED U.N.O.
7. ALL BUTT JOINT WELDS SHALL BE GROUND SMOOTH.
6. WHEN POSSIBLE, GRIND ALL WELD TERMINATIONS SMOOTH.
INSPECTED WITH ULTRASONIC TESTING (UT) AND ACCEPTED PER AWS D1.5.
AWS D1.5. AFTER REINFORCING FILLET WELDS HAVE BEEN PLACED ON FCM, WELDS SHALL BE
5. REINFORCING FILLET WELDS SHALL BE USED ON FRACTURE CRITICAL MEMBERS (FCM) U.N.O. PER
THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.
ANY WELD THAT CANNOT BE SEALED SHALL BE IDENTIFIED ON SHOP DRAWINGS AND SENT TO
APPLICATION AND STORAGE OF PRODUCT SHALL FOLLOW MANUFACTURER RECOMMENDATIONS.
IS BELZONA 1111) THAT ADHERES TO ALL SPECIFICATION REQUIREMENTS DETAILED IN 05 59 13.
CANNOT BE WRAPPED SHALL BE SEALED WITH AN APPROVED EPOXY (ONE SUCH PRODUCT
DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE. ANY WELDS THAT
4. ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE
DETAILED TO PROVIDE ROOM FOR WELD BACKING AS NEEDED.
IT NEED TO EXCEED 2 IN. EXCEPT WHERE SHOWN OR SPECIFIED. THE ACCESS HOLE SHALL BE
THE THICKNESS OF THE MATERIAL WITH THE ACCESS HOLE, BUT NOT LESS THAN 1 IN. NOR DOES
MATERIAL IN WHICH THE HOLE IS MADE. THE HEIGHT OF THE ACCESS HOLE SHALL BE 1 1/2 TIMES
FROM THE TOE OF THE WELD PREPARATION NOT LESS THAN 1 1/2 TIMES THE THICKNESS OF THE
3. WELD ACCESS HOLES REQUIRE TO FACILITATE WELDING OPERATIONS SHALL HAVE A LENGTH
FOR CONTRACTING OFFICER (KO) APPROVAL.
THE LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED
SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON.
AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS
2. ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE IDENTIFIED ON THE SHOP DRAWINGS
EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER.
VALVE CONNECTIONS U.N.O. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED
1. ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13 FOR
AVAILABLE SHIMS INSTALLED.
17. ALL BOLTS THROUGH SHIMS SHALL HAVE SUFFICIENT LENGTH TO FULLY ENGAGE THE NUT WITH ALL
EXCESSIVE DEFORMATION OF SEALS OR SLIDERS.
16. ALL BOLTS THROUGH SEAL BARS AND SLIDERS SHALL HAVE 50 FT-LB OF TORQUE APPLIED WITHOUT
15. ALL STEEL SHIMS WILL BE ASTM A36, AND THEY SHALL ONLY RECEIVE A PRIMER COATING.
CONTRACTING OFFICER REVIEW AND APPROVAL.
14. BEFORE FABRICATION OF STEEL, FABRICATOR SHALL SUBMIT A DISTORTION CONTROL PLAN FOR
QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (4) CULVERT VALVES.
13. ALL UNIT QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (1) CULVERT VALVE. TOTAL
BE PAINTED WITH SYSTEM 5-E-Z, UNLESS OTHERWISE NOTED.
09 97 02. ALL CULVERT VALVE COMPONENTS UPSTREAM AND DOWNSTREAM OF THE SKIN PLATE SHALL
12. PAINTING FOR CULVERT VALVES SHALL CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION
PROTECTED DURING APPLICATION OF VINYL PAINT SYSTEM.
11. ALL PRIMER ONLY COATED SURFACES FOR CONNECTIONS WITH FULLY TENSIONED BOLTS SHALL BE
THE PAINT SPECIFICATIONS.
10. ANY PAINT COATING DAMAGED DURING ASSEMBLY AND/OR SHIPPING SHALL BE REPAINTED FOLLOWING
ONLY.
9. ALL FULLY TENSIONED BOLT CONNECTION FAYING SURFACES SHALL RECEIVE A PRIMER COATING
8. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.
7. THE TURN OF NUT METHOD SHALL BE USED TO PRETENSION BOLTED CONNECTIONS.
IN A DAMMING SURFACE.
6. ALL COPE AND WELD ACCESS HOLES SHALL REMAIN OPEN TO PERMIT DRAINAGE, UNLESS LOCATED
CONTAINED WITHIN 3.1.5 OF SPECIFICATION SECTION 35 20 16.
5. CULVERT VALVE SHALL MEET ALL CONTROL DIMENSIONS SHOWN ON S-505, AS WELL AS THOSE
CONTRACTING OFFICER (KO) APPROVAL. SEE SPECIFICATIONS 05 59 13 FOR FURTHER REQUIREMENTS.
SHOP DRAWINGS AND CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED AND SUBMITTED FOR
TO MATERIAL ORDERING AND/OR FABRICATION. ALL DISCREPANCIES OR CHANGES BETWEEN THE
VALVE AND NOTING ANY DISCREPANCIES OR PROPOSED CHANGES ON THE SHOP DRAWINGS PRIOR
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR THE CULVERT
3. ALL STRUCTRUAL BOLTS SHALL BE MECHANICALLY GALVANIZED ASTM F3125 GRADE A325.
ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING OR MACHINING.
2. ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADIUS U.N.O. A SHARP EDGE IS DEFINED AS
ASTM A709 GR. 50F2. FOR REQUIREMENTS SEE SPECIFICATION 05 59 13.
1. UNLESS NOTED OTHERWISE (U.N.O.) ALL STRUCTURAL STEEL USED IN FABRICATION SHALL BE
A N
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
IC
T
B J
O N
E S
G
N E
R A
L N
O T
E S
S T
R U
C T
U R
A L
S-001
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/2
A M
D
N
O T
E
U
P D
A T
D
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
NOTE:
STRUCTURAL STEEL
WELDING
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
TYP
FLUSH
CJP, GRIND
A N
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
F
A M
E S
D O
W N
S T
R E
A M E
L E
V A
T
IO
N A
N D S
E C
T
IO
N S
S-202
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
D
E T
A
IL
I
N D
IC
A T
O R A
D D
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
/8
/8
/8
/8
/1
/8
5 3/4 " 5 3/4 "
/8
A
SCALE: 1 1/2" = 1'-0"
ELEVATION DOWNSTREAM
1' 2'0 6"
S-501-A1
S-503-A1
S-504-J1
S-504-A13
S-504-H7
S-503-A1
S-501-G1
S-501-G15
S-503-H8
S-503-H8
S-503-H8
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
S-302
A1
S-302
A8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
/1
/8
/8
/8
/1
PLATE
1/2" SKIN
1/4
TYP
1/4
TYP
TYP
CJP
PLATE
1/2" SKIN
G
LC
N
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
A M
E
U P
S T
R E
A M E
L E
V A
T
IO
N S
E C
T
IO
N S
S-301
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
D
E T
A
IL
I
N D
IC
A T
O R A
D D
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
9 3/8 "
/4
LC
LC
LC
LC
LC
3 5/8 "
8 3/4 "
1/4
FLOW FLOW FLOW FLOW
SECTION - CUT AT SKIN PLATE STIFFENERS
SCALE: 1 1/2"=1'-0"
A1
9 1/2 "
1' 2'0 6"
SECTION - CUT AT DIAPHRAGM PLATES
A7
1' 2'0 6" A12
SECTION - CUT AT LEVEL STRUT
1' 2'0 6" A17
SIDE VIEW
S-502-A15
S-503-A15
S-504-A7-1
S-503-H1
S-504-H7-1
S-302-A8
S-503-A8
S-504-A7-1
S-503-H15
S-504-A7
S-503-A1
S-503-H8
S-503-H8
S-503-H8
S-503-A1
S-504-H7
S-504-A7
S-504-J1
S-501-G15
S-501-G8
S-504-A13
S-503-A15
S-503-H1
S-503-H1
S-503-H15
S-503-A8
S-503-A8
IN W18x55 TYP
1/4
TYP
1'-7 13/16 "
/8
5/8" PLATE TYP
HOLE IN
1/4
TYP
TYP
1/4
TYP
/1
/1
/1
/8
1'-0 3/4 "
/1
3 13/16 "
1"
1 7/16 " 3 5/16 "3 5/16 "3 5/16 "
/1
/8
R
5 1/2 "
3 3/8 "3 5/16 "3 3/8 "1 5/16 "
/8
/8
/8
/8
/1
2 5/8 "2 5/8 "
1'-0 3/4 "
/1
/2
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
A M
E
D O
W N
S T
R E
A M E
L E
V A
T
IO
N S
E C
T
IO
N S
S-302
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
D
E T
A
IL
A
D D
E D T
O B
IL
L O
F M
A T
E R
IA
L
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
1'-9 9/16 "
/1
" 1
/1
1 11/16 " 6" 6"
/8
/1
/8
/1
5/8 "
2" TYP
R
R " T
Y P
R
T Y P
/1
(T Y
P
/1
TYP
R 2"
T Y
PR
/8
/2
2"
/2
A1
PLAN VIEW
SECTION - CUT THROUGH CENTER
A8
S-302-H15 - BOTTOM VERTICAL BASE PLATE
SCALE: 3"=1'-0"
H15
6"0 3" 1'
S-302-D15 - BOTTOM BRACKET PLATE
D15
S-302-A15 - BOTTOM HORIZONTAL BASE PLATE
A15
FLOW FLOW
S-504-H7-2
S-504-H7-3
S-504-H7-4
ASTM A709 GR. 50F2PLATE 1" X 1'-3/4" X 1'-1 5/8"82S-302-H15
ASTM A709 GR. 50F2PLATE 1" X 3 13/16" X 11"164S-302-D15
ASTM A709 GR. 50F2PLATE 1" X 7 7/16" X 1'-3/4"82S-302-A15
ASTM A709 GR. 50F2W 18X55 X 9'-11 3/8"164S-302-A8
MATERIALDESCRIPTION
QTY
TOT
QTY
UNIT MARK NO.
BILL OF MATERIALS
S-504-J1
S-504-H7
S-504-A1-1
S-501-A1
S-504-A13
S-504-H7-1
S-503-H1
S-504-A7-8
S-504-A7-1
S-504-A7
S-501-G1
S-503-A8
S-302-A8
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
/2
1 3/4 "
8"
7'-8"
ASSEMBLY
UPPER SEAL
5'-8"
(1/4)
1/4" RADIUS
1/2 "
R
@ 16 1/4" C. TO C.
AND LOCK WASHER
A N
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
C U
L V
E R
T V
A L V
E
D E
T A
IL
S
S-501
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
U
N
IT
/T
O T
A L Q
T Y 'S U
P D
A T
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
1 5/8 "
/4
1 1/8 "
/8
/1
/4
(T
Y P
/8
(T Y P
Ø
/1
(T Y P
Ø /2
(T Y
P
/4
/1
1 3/4 "
/4
/2
8"
4" 1'-0"
10" 1'-0"
/4
/4
5'-8"
/2
R
4 1/2 "1 3/4 "
/1
" 6
/4
/2
/2
R
1/ 2 "
R
1'-0"4"
1'-0"10"
/1
/1
1 3/4 "
8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"
1 3/4 "
/1
/8
/1
/2
R
(1/4)
/4
S-501-A1 - UPPER SEAL ASSEMBLY
SCALE: N.T.S.
S-501-A8 - UPSTREAM SLIDER SHIM
S-501-A15 - END SLIDER SHIM
S-501-G1 - MAIN SLIDER
SCALE: 1"=1'-0"
G1
S-501-G8 - UPSTREAM SLIDER
G8
S-501-G15 - END SLIDER
G15
6"0 3" 1'6"0 3" 1'0 1' 2'6"
UHMWPEEND SLIDER82S-501-G15-1
UHMWPEUPSTREAM SLIDER246S-501-G8-1
UHMWPEMAIN SLIDER82S-501-G1-1
ASTM A709 GR. 50SHIM, PL 1/8" THICK82S-501-A15-3
ASTM A709 GR. 50SHIM, PL 1/4" THICK82S-501-A15-2
ASTM A709 GR. 50SHIM, PL 1/2" THICK82S-501-A15-1
ASTM A709 GR. 50SHIM, PL 1/8" THICK246S-501-A8-3
ASTM A709 GR. 50SHIM, PL 1/4" THICK246S-501-A8-2
ASTM A709 GR. 50SHIM, PL 1/2" THICK246S-501-A8-1
ASTM A709 GR, 50F2
SUPPORT BAR
1/2"x1 1/2" X9' 11-11/16" TAPPED BAR, ROUND RUBBER SEAL 41S-501-A1-5
ASTM A709 GR. 50F24"X3/4"X9' STEEL SEAL BAR41S-501-A1-4
RUBBER2" ID 6 OR 8 PLY X 9' 11-11/16" STEAM HOSE41S-501-A1-3
ASTM A709 GR. 50F2L3"X2"X1/2"X9' 11-11/16", REMOVE 3/8" FROM BOTH LEGS41S-501-A1-2
ASTM A709 GR. 50F2L5"X3 1/2"X1/2"X9' 11-11/16"41S-501-A1-1
MATERIALDESCRIPTION
QTY
TOT
QTY
UNIT MARK NO.
BILL OF MATERIALS
S-501-A1-1
S-501-A1-2
S-501-A1-3
S-501-A1-4
S-501-A1-5
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
1/4
11"
9"
4"
3 1/2 "
/2
1/4" CHAMFER
COSMOLINE
DESIGN BASIS IS
INHIBITING COATING,
APPLY CORROSION
AND SHIPPING
DURING PACKAGING
TO BE PROTECTED
MACHINED SURFACE
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
L V
E R
T V
A L V
E
D E
T A
IL
S
S-502
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
U
N
IT
/T
O T
A L Q
T Y 'S U
P D
A T
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
1/4
(TYP.)
/8 " 5'-8"
/1
/8
5 SP @ 1'-0" = 5'-4"4"
/4
/4
" 4 SP @ 1'-0" = 4'-10"10"
/1
/4
/4
1 3/4 "
1 3/4 "
5'-4 1/2 "
6 1/8 "6"6"8 1/8 "6"6"8 1/8 "6"6"6 1/8 "
/1
1/2 "
(T Y
P
/1
6"
4 1/16 "
(TYP.)
R 1"
.6
2"
R
5"
2" 5/8 "
7"
8 9/16 "
2 1/4 "
/1
1/4
(TYP.)
/2
7'-9 1/4 "
/8
T Y
P
.)(TYP.)
R 4"
4 11/16 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 11/16 "4" 4"
(TYP.)
/16
Ø
(T
YP.
) 4
Ø
(TYP.)
3 9/16 "
6 1/8 "6"6"8 1/8 "6"6"8 1/8 "6"6"6 1/8 "1'-5 15/16 "
/2
/8
/4
4 1/2 "
2'-5 1/8 "4 1/2 "2'-11 3/4 "4 1/2 "7 7/16 "
1/4
(TYP.)
7 7/16 "
/8
/8
(T Y P.
1/
Ø
2 7/16 "
8"1'- 1/16 "8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"
2 5/16 "
/4
/1
/1
2 5/8 " 2 5/8 "TYP.
(5) EQUAL SPACES
3 1/2" C. TO C.
1 1/8 " 2 5/8 "
8'-4 3/8 "
7'-9 1/4 "
11/16 "
2 5/8 "
/8
/8
/8
/2
/2
ASTM A709 GR, 50F2BOTTOM PLATE82S-502-J8-3
ASTM A709 GR, 50F2MID PLATE82S-502-J8-2
ASTM A709 GR, 50F2TOP PLATE82S-502-J8-1
ASTM A709 GR, 50F2GUSSET328S-502-J1-1
ASTM A709 GR, 50F2PL 1/2" X 1'-1" X 6"82S-502-A15-3
ASTM A709 GR, 50F2GUSSET328S-502-A15-2
ASTM A709 GR, 50F2PL 1/2" X 4-13/16" X 1'-1"82S-502-A15-1
H900, MIN BRINELL HARDNESS 388
ASTM A705, UNS S17400, TYPE 630, CONDITION CONNECTION PIN41S-502-A8-1
ASTM A709 GR, 50F2PL 5/8" X 5'-8" X 6"82S-502-A1-3
ASTM A709 GR, 50F2PL 5/8" X 5'-8" X 6-11/16"82S-502-A1-2
ASTM A709 GR, 50F2PL 5/8" X 5'-8" X 6"82S-502-A1-1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BILL OF MATERIALS
1/2" Ø COTTER PIN
S-502-A1-1
S-502-A1-2
S-502-A1-3
S-502-A1 - BUILT UP BEAM ASSEMBLY
S-502-A8-1 - CONNECTION PIN
S-502-A15 - SLIDE VALVE SEAT ASSEMBLY
S-502-J1-1 - GUSSET
J1
S-502-J8 - BUILT UP BEAM ASSEMBLY
SCALE: 1"=1'-0"
J8
S-502-A15-2
S-502-A15-3
S-502-A15-1
S-502-J8-3
S-502-J8-2
S-502-J8-1
0 1' 2'6"
6"0 3" 1' 6"0 3" 1'
PL 5/8"
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
1'-7 3/4 "
/2
1'-7 3/4 "
1'-7 13/16 "
/2
4 9/16 "10 11/16 "4 9/16 "
/8
1" R
(TYP.)R 1
/8 "4
/8
1'- 11/16 "
6" 11/16 "
/8
4 9/16 " 10 5/8 "
(TYP.)
SMOOTH
GRIND
(TYP.)
SMOOTH
GRIND
/1
/2
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
L V
E R
T V
A L V
E
D E
T A
IL
S
S-503
C S
C H
U M
A C
H E
R
K
A T
W A
T
D
U
N
IT
/T
O T
A L Q
T Y 'S U
P D
A T
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
(TYP.)
R 1"
/2
/4
/8
10 11/16 "4 9/16 "
/8
1'-7 13/16 "
/8
/1
/8
/1
2 5/8 "2 5/8 "2 5/8 "2 5/8 "6 3/4 "
1/
/8
1'- 5/8 "
5/8 "6"
10 11/16 "4 9/16 "
1" R
/4
/8
/2
ASTM A709 GR. 50F2DIAPHRAGM STIFFENER TYPE 182S-503-H15
ASTM A709 GR. 50F2BRACE PLATE TYPE 2123S-503-H8
ASTM A709 GR. 50F2SKIN PLATE STIFFENER TYPE B4812S-503-H1
ASTM A709 GR. 50F2SKIN PLATE STIFFENER TYPE A328S-503-A15
ASTM A709 GR. 50F2DIAPHRAGM STIFFENER TYPE 2123S-503-A8
ASTM A709 GR. 50F2BRACE PLATE TYPE 182S-503-A1
MATERIALDESCRIPTION
QTY
TOT
QTY
UNIT MARK NO.
BILL OF MATERIALS
S-503-A1
SCALE: 3" = 1'-0"
A1
S-503-H1
SCALE: 3" = 1'-0"
H1
S-503-H8
H8
S-503-A8
S-503-A15
S-503-H15
H15
R
R
6"0 3" 1' 6"0 3" 1' 6"0 3" 1'
6"0 3" 1'6"0 3" 1'6"0 3" 1'
CULVERT VALVE
(1) S-503-H15 PER
ONLY DRILL HOLES IN
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
1" 1"5 1/2 "
/4
R
9 1/2 "
1/4
G
/4
12 3/4"
/1
/8
/8
/8
/1
SEE S-504-A1-3
(FCM)
CONNECTION
STRONGBACK
(TYP.)
2 5/8 "
(T Y
P
/8
(TYP.)
(T Y
P
/8
(TYP.)
CJP
(TYP.)
CJP
(TYP.)
CJP
3 5/16 "3 5/16 "3 5/16 "
1 7/16 " 1 3/8 "
2 1/8 "1 3/4 "1 1/8 "
LOCK WASHER (TYP.)
BOLT WITH HEX NUT AND
LOCK WASHER
BOLT WITH HEX NUT AND
LOCK WASHER
BOLT WITH HEX NUT AND
HOLE (TYP.)
ACCESS
WELD
1" RADIUS
(TYP.)
AND WASHER
WITH HEX NUT
/1
/2
D
T
O T
A L Q
T Y 'S U
P D
A T
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
L V
E R
T V
A L V
E
D E
T A
IL
S
S-504
C S
C H
U M
A C
H E
R
K
A T
W A
T
IW
P R
O J
B
B O
Y D
S T
O N
CLVRTVALVE
2"
7 1/2 "
2"
BORE
2 1/16 "
2"
R
/4
"8
6 1"
7"
2 1/2 " 2 1/2 "
8 5/8 "
3 7/8 "
/1
3"
6"
/2
1'-0"
1'-1 1/4 "
1"
5/8 "
6 1/8 "
2 1/8 "
/4
/8
/8
2 9/16 "
5/16"
(TYP.)
100% MT
1/2 "
R
1/2 "
R 3/8 "
R
1 1/2 "
7"
/2
1"
3/4 "
1 1/2 "
R
/4
3"
8 1/4 "
5/16"
(TYP.)
100% MT
ASTM A709 GR. 50F2W 18X55 X 11'-3 7/16"41S-504-H7-1
ASTM A709 GR. 50F2PIN PLATE82S-504-J1-2
ASTM A709 GR. 50F2BASE PLATE82S-504-J1-1
ASTM A709 GR. 50F2GUSSET82S-504-A13-3
ASTM A709 GR. 50F2PIN PLATE82S-504-A13-2
ASTM A709 GR. 50F2BASE PLATE82S-504-A13-1
ASTM A709 GR. 50F2SEAL BAR 3/8" X 6" X 9'41S-504-A7-8
RUBBERBOTTOM RUBBER SEAL 2" X 2 1/4" X 10'41S-504-A7-7
ASTM A709 GR. 50F2RUBBER SEAL SUPPORT BAR 1/2" X 5 5/16" X10'41S-504-A7-6
ASTM A709 GR. 50F2FILL BAR 7/8"x 3 9/16" X 10' - GROUND TO FIT41S-504-A7-5
ASTM A709 GR. 50F2W 18X55 X 11'-3 7/16"41S-504-A7-4
ASTM A709 GR. 50F2SKIN PLATE 1/2" X 8'-8 1/2" X 10'41S-504-A7-3
RUBBERSEALS UNLIMITED SEAL MOLD NO. 3493 OR EQUAL.82S-504-A7-2
ASTM A709 GR. 50F2SEAL BAR 1/2" X 4" X 8'-10 1/4"82S-504-A7-1
ASTM A709 GR. 50F2PL 1" X 10" X 11 3/4"82S-504-A1-3
ASTM A709 GR. 50F2PL 1/2" X 5 1/2" X 5 3/4"82S-504-A1-2
ASTM A709 GR. 50F2PL 1" X 12 3/4" X 15 1/4"41S-504-A1-1
MATERIALDESCRIPTION
QTY
TOTAL
QTY
UNITMARK NO.
BILL OF MATERIALS
S-504-A1 - STRONGBACK BASE PLATE ASSY
S-504-A7-2 - SIDE SEAL
SCALE: NTS
F1
S-504-J1 - LEVEL STRUT CONNECTION
J1
S-504-A7 - BOTTOM SEAL ASSEMBLY
SCALE: 6" = 1'-0"
A7
A13
S-504-A13 - DOGGING EAR ASSY
H7
SCALE: NTS
S-504-H7 - STRONGBACK CONNECTION
S-504-A1-3
S-504-A1-2
S-504-A1-1
S-504-A7-1
S-504-A7-2 S-504-A7-3
S-504-A7-4
S-504-A7-5
S-504-A7-6
S-504-A7-7
S-504-A7-8 S-504-A13-2
S-504-A13-3
S-504-A13-1
S-504-J1-1
S-504-J1-2
S-504-H7-1 S-504-H7-1
S-302-A15
S-302-H15 S-302-D15
S-302-H15
S-504-A1-1
S-503-H15
S-504-A7-3
S-302-A15
S-504-A1-1
S-504-A1-2
S-503-H15
S-302-D15
S-504-A1-3
C
LGUSSET
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'3"0 6"1-1/2"
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
/8 I.
D
16'-10 1/4" LENGTH OF PIPE
TYP
R 2 1/2
TYP
R 1/2"
TYP
R 3/4"
TYP
R 1"
R 5"
/8" DIA. BOLT7
DRILL AND TAP FOR
3-4 UNC CLASS 1A THREADS
U.S. STD 3 TPI, L.H.U.S. STD 3 TPI, R.H.
FOR 1/2" BOLTS
DRILL AND TAP
SPACED AT 120° (TYP)
/8" DIA. BOLT, 7DRILL AND TAP FOR
/1
/2
D
T
O L E
R A
N C
E N
O T
E S R
E M
O V
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
R U
T A
R M
D E
T A
IL
S
S-501
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
T
O L E
R A
N C
E N
O T
E S R
E M
O V
IW
P R
O J
H
O C
O N
STRUTARM
7 3/4 "1'-8"1'-7 1/4 "6"3"
4'-8"
1/4 " CHAMFER
Ø /2 T
U R
N E
D
Ø .5
Ø .0
/2
2 1/2 "2 1/2 "
2 1/4 "
Ø .3
1 1/2 "
R
/8
/2
R
/4
/2
/4
/4
/2
/4
7 1/4 " 6"
6 1/4 " (TYP.)
4" 2 1/2 "
SUCH AS BUT NOT LIMITED TO, FOR THE BUSHINGS OR PINS.
PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES,2.
SURFACE FINISH RMS VALUE OF 32.
INTERIOR DIAMETER OF THE 4" DIAMETER OPENING SHALL HAVE A 1.
GENERAL SHEET NOTES
A1
SCALE: 3"=1'-0"
S-501-A1 6"0 3" 1'
H1
SCALE: 3"=1'-0"
S-501-H1 6"0 3" 1'6"0 3" 1'
3 TPI, R.H.
U.S. STD
S-501-H11
H11
H17
S-501-H17
ASTM A148, GRADE 80-50
ASTM A668, CLASS E OR CROSS HEAD161S-501-H11
SAE 4140BOLT161S-501-H1
ASTM A53, GRADE BSTRONG PIPE161S-501-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BILL OF MATERIALS
1 1/2 "
TYP
1/4" CHAMFER
/2
/8 O .D
S-508-A9
HOLE FOR S-502-A17
1" DIA DRILLED
R 1/2"
R 1/2"
FOR S-502-H1
DRILL AND TAP
.2
Ø
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
H17
ASSEMBLY IN THE FIELD (TYP)
TO "BELZONA 1111," AFTER
COMPOSITE MATERIAL EQUAL
FILL WITH APPROVED EPOXY 1 REQUIRED PER ASSEMBLY
3-4 UNC CLASS 1B THREADS
3" HEAVY HEX NUT ASTM A563
1 REQUIRED PER ASSEMBLY
3-4 UNC CLASS 1B THREADS
3" HEAVY HEX JAM NUT ASTM A563
A N
S I
X
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
R U
T A
S S
E M
B L Y
S E
C T
IO
N S
S-301
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
L
IG
H T D
R
IV
IN
G F
IT
N
O T
E S R
E M
O V
IW
P R
O J
H
O C
O N
STRUTARM
R 3/4"
Ø .3
1/2 "
16'-11 1/4"
3"
4'-8"
1'-7 1/4 "
1/2 "
Ø /2 C
O R
E D
A1
SCALE: 1 1/2"=1'-0"
SECTION
H1
SCALE: 1 1/2"=1'-0"
SECTION
H17
SCALE: 1 1/2"=1'
SECTION
1' 2'0 6"1' 2'0 6"
.6
O .D
.8
I.
D
S-502-A17
DOWEL PIN AFTER INSTALLATION
GRIND FLUSH ENDS OF
S-501-H1
S-502-H9
S-501-H11
S-502-H5
PRIOR TO DELIVERY
DO NOT INSTALL
S-501-A1
S-502-A1
S-502-H1 S-502-A1
S-502-H9
S-501-H11
S-501-A1 S-502-A1
S-508-A15
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
N F
IT
Ø
FOR S-502-A17
CHAMFERED
1" Ø DRILLED HOLE
.2
D
IA
1/4" PIPE
DRILL AND TAP FOR A
.5
Ø
THREAD
S.A.E.
1/4" DIA. GREASE HOLE
S.A.E. - 14 TPI
Ø .3
(TYP.)
/4" CHAMFER1
TPI, L.H.
U.S. STD 3
/1
/2
D
T
O L E
R A
N C
E N
O T
E S R
E M
O V
E D /R
E P
L A
C
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
R A
R T A
R M
D E
T A
IL
S
S-502
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
T
O L E
R A
N C
E N
O T
E S R
E M
O V
E D /R
E P
L A
C
IW
P R
O J
H
O C
O N
STRUTARM
3/4 "5" 3/4 "
3/8 "
5/8 "
1'-4"
8"
3/8 "
/8
1/8 "
1 1/4 "
/4
/4
/4
5/8 "
1 5/8 "
/2
7/8 "
/4
1 3/4 "
3"1'-5 1/2 " CORED1 3/4 "
3" 3" 1'-10 1/4 "
B O
R E
D Ø /4
6" 7/8 "
C O
R E
D /2
Ø
/8
R
1/ 2" (T
YP.
R
3/ 4" (T
Y P
R
1.000" RC 1 FITØ
(TYP.)
1/4" CHAMFER
AS BUT NOT LIMITED TO, FOR THE BUSHINGS OR PINS.
PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES, SUCH 3.
NECESSARY TO FACILITATE FABRICATION.
PROVIDE UNDERCUT SHANK FOR HEX HD. SET SCREW AS MINIMALLY 2.
PIN SHALL HAVE A SURFACE FINISH RMS VALUE OF 32.1.
GENERAL SHEET NOTES
A17
SCALE: 6"=1-0"
S-502-A17
S-502-A1
H1
SCALE: 1'=1'-0"
S-502-H1
H5
SCALE: 1'=1'-0"
S-502-H5
M1
SCALE: 6"=1'-0"
S-502-M1
H9
SCALE: 6"=1'-0"
S-502-H9
6"0 3" 1' 3"0 6"1-1/2"
0 1" 2"1/2" 0 1" 2"1/2" 3"0 6"1-1/2"
3"0 6"1-1/2"
Ø /8
O
IL
H
O L E
Ø4" RC 6 FIT
/8 " (T
Y P
ASSEMBLY, PC# 168-V
2 ASTM A307 1#2" X 11#2" HEX BOLT REQUIRED PER PIN KEEPER PLATE161S-502-M1
H900, MIN BRINELL HARDNESS 388
ASTM A705, UNS S17400, TYPE 630, CONDITION PIN322S-502-H9
ASTM A449
SET SCREW
7/8" SPEC. HEX HD. 966S-502-H5
ASTM A449BOLT161S-502-H1
ASTM A36DOWEL PIN161S-502-A17
ASTM A668, CLASS E OR ASTM A148, GRADE 80-50PLUNGER161S-502-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BILL OF MATERIALS
5/8" DIA BOLT, 1-1/4" DEEP
DRILL AND TAP FOR
S-502-H1
R 1/4"
1 1/2 "
S L
ID
IN
G F
IT
F
O R S -5
-A
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
/8" X 3/4"3TAP
HEADLESS SET SCREW
/4"3DRILL AND TAP FOR 3/8" X
HEADLESS SET SCREW
/8" X 3/4"3DRILL AND TAP FOR
HEADLESS SET SCREW
/4"3/8" X 3DRILL AND TAP FOR
HEADLESS SET SCREW
DRILL AND TAP FOR 3/8" X 3/4"
S W
IV
E L
S W
IV
E L
S W
IV
E L
S W
IV
E L
/1
/2
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
R U
T A
R M
D E
T A
IL
S
S-503
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
T
O L E
R A
N C
E N
O T
E S R
E P
L A
C
IW
P R
O J
H
O C
O N
STRUTARM
10"
9"
.2
F
N F
IT
.0
F
N F
IT
.0
F
N F
IT
.0
F
N F
IT
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/4
/2
/4
/4
/4
/4
/4
/4
/2
/4
/4
/2
/4
/4
/4
/4
/4
ASTM A668, CLASS E OR ASTM A148, GRADE 80-50SWIVEL JOINT1S-503-A11
ASTM A668, CLASS E OR ASTM A148, GRADE 80-50SWIVEL JOINT1S-503-A1
MATERIALDESCRIPTIONQTYMARK NO.
BILL OF MATERIALS
AS BUT NOT LIMITED TO, FRO THE BUSHINGS OR PINS
PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES, SUCH 3.
VALUE OF 32.
INTERIOR DIAMETER OF ALL BUSHINGS SHALL HAVE A SURFACE FINISH RMS 2.
C95400.
PROVIDE HEADLESS SET SCREW IN ACCORDANCE WITH ASTM F912, UNS 1.
GENERAL SHEET NOTES
A1
SCALE: 3"=1'-0"
S-503-A1 A11
SCALE: 3"=1'-0"
S-503-A11 6"0 3" 1' 6"0 3" 1'
S-508-A15
S-508-A9
S-508-F1
S-508-A9
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
/1
/2
S I
D
S O
L
IC
IT
A T
IO
N
C U
L V
E R
T V
A L V
E S A
N D S
T R
U T A
R M
S
IL
L
IN
O
IS
S T
A R
V E
D R
O C
K
M A
R S
E
IL
L E
S
D R
E S
D E
N I S
L A
N D
B R
A N
D O
N R
O A
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/1
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
J
O N
R U
T A
R M
D E
T A
IL
S
S-508
C S
C H
U M
A C
H E
R
K
A T
W A
T E
R
/1
/2
D
T
O L E
R A
N C
E N
O T
E S R
E P
L A
C E
D /A
D D
IW
P R
O J
H
O C
O N
STRUTARM
6"0 3" 1'
6"0 3" 1'
F1
SCALE: 3"=1'-0"
S-508-F1
A9
SCALE: 3"=1'-0"
S-508-A9 6"0 3" 1'A15
SCALE: 3"=1'-0"
S-508-A15 A1
SCALE: 3"=1'-0"
S-508-A1 6"0 3" 1'
R C F
IT
/4 F
N F
IT
10"
1'-6 1/2 "
/2 F
N F
IT
/4 R
C F
IT
8"
R C F
IT
F
N F
IT
10"
R C F
IT
F
N F
IT
GREASE GROOVES
1/8" x 1/4"
GREASE GROOVES
1/8" x 1/4"
GREASE GROOVES
1/8" x 1/4"
GREASE GROOVES
1/8" x 1/4"
ASTM B271 OR ASTM B505BRONZE BUSHING161S-508-F1
ASTM B271 OR ASTM B505BRONZE BUSHING161S-508-A15
ASTM B271 OR ASTM B505BRONZE BUSHING322S-508-A9
ASTM B271 OR ASTM B505BRONZE BUSHING161S-508-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BILL OF MATERIALS
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
ALL BRONZE TO BE C95400 ALUMINUM BRONZE.2.
VALUE OF 32.
INTERIOR DIAMETER OF ALL BUSHINGS SHALL HAVE A SURFACE FINISH RNS 1.
GENERAL SHEET NOTES
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
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®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
1 1
| B5IWPROJ202106_CLVRTVALVE_S-001 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-001 |
| B5IWPROJ202106_CLVRTVALVE_S-202 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-202 |
| B5IWPROJ202106_CLVRTVALVE_S-301 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-301 |
| B5IWPROJ202106_CLVRTVALVE_S-302 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-302 |
| B5IWPROJ202106_CLVRTVALVE_S-501 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-501 |
| B5IWPROJ202106_CLVRTVALVE_S-502 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-502 |
| B5IWPROJ202106_CLVRTVALVE_S-503 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-503 |
| B5IWPROJ202106_CLVRTVALVE_S-504 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-504 |
| Binder2.pdf |
| B5IWPROJ202106_STRUTARM_S-501 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-501 |
| B5IWPROJ202106_STRUTARM_S-502 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-502 |
| B5IWPROJ202106_STRUTARM_S-503 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-503 |
| B5IWPROJ202106_STRUTARM_S-508 |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-508 |
| B5IWPROJ202106_STRUTARM_S-301.pdf |
| B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-301 |
File details come from the government source that posted it. Updated .