W912EK18R0023_Amendment_0002_-_Drawings.pdf
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- MacArthur Lock Bulkhead Fabrication Federal contract opportunity
- Solicitation number
- W912EK18R0023
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Amendment 0002 - Drawings
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| File | Type | Posted |
|---|---|---|
| W912EK18R0023_Amendment_0002.pdf | ||
| W912EK18R0023-0001.pdf | ||
| Past_Performance_Questionnaire.docx | DOCX document | |
| W912EK18R0023_Drawings.pdf | ||
| W912EK18R0023.pdf |
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DIMENSIONAL TOLERANCESGENERAL BULKHEAD NOTES BULKHEAD WELDING NOTES
FRACTURE CRITICAL MEMBERS
TESTING REQUIREMENTS
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PLATES
END OF ALL WELDED
WRAP WELD AROUND
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ULTRASONIC TESTING TO BE PERFORMED ON 100% OF ALL CJP WELDS.D.
MAGNETIC PARTICLE TESTING TO BE PERFORMED ON 100% OF ALL FILET WELDS.C.
-100% OF TENSION FLANGE BUTT WELDS
PREFORM RADIOGRAPHIC TESTING ON:B.
CONTRACTING OFFICER PRIOR TO PRIMING.
100% OF ALL WELDS TO BE VISUALLY INSPECTED AND APPROVED BY THE A.
THE FOLLOWING ARE IN ADDITION TO AWS D1.5 REQUIREMENTS:3.
ASSURE THE QUALITY OF THE PROCEDURE AND PROCESS.
SUBSECTION 12.1. THE TESTING TO BE DONE AS EARLY AS POSSIBLE IN THE PROJECT TO
TEST ALL WELDS ON FRACTURE CRITICAL MEMBERS IN ACCORDANCE WITH AWS D1.5 2.
FABRICATION FACILITY PRIOR TO PAINTING AND DELIVERY TO THE JOB SITE.
BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. PERFORM ALL TESTS IN THE
A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING TO BE PROPOSED 1.
CONTROL DIMENSIONS.
A GOVERNMENT REPRESENTATIVE MUST BE PRESENT DURING THE MEASURING OF 7.
".16
1MORE THAN
THE SURFACES OF THE SKIN PLATE TO NOT VARY FROM A TRUE VERTICAL PLANE BY 6.
REQUIREMENTS IN ACCORDANCE WITH THE SPECIFICATIONS.
ALL OTHER DIMENSIONS PROVIDED ON SHEET S-002 TO NOT VARY BY MORE THAN THE 5.
" FROM THAT CALCULATED WITH DIMENSIONS SHOWN IN THE DRAWINGS.
1HORIZONTAL GIRDERS BETWEEN THE END FRAMES (13-14) TO NOT VARY BY MORE THAN
TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED BETWEEN THE 4.
SEALS AS IF INSTALLED FOR INTENDED PURPOSE.
MEASURE ALL FINAL DIMENSIONS WITH THE BULKHEAD FULLY SUPPORTED ON BEARING 3.
MADE FOR MACHINING, SHRINKAGE, AND DISTORTIONS DUE TO WELDING.
DIMENSIONS SHOWN OR CALLED ARE FINAL DIMENSIONS AND ALLOWANCES MUST BE 2.
MACHINING MAY BE REQUIRED TO MEET DIMENSIONAL REQUIREMENTS.
THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE (AWS D1.5) LATEST EDITION.
MEMBERS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND
THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL 1.
LIFTING LUG3.
GIRDER-DRY SIDE (TENSION) FLANGE2.
GIRDER-WEB1.
ALL FILLET WELDS TO BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE. SEE TYPICAL DETAIL BELOW.17.
ALL WELDS ON NON-FCM TO MEET AWS D1.5 TABLE 6.4, REQUIREMENTS FOR ACCEPTANCE CRITERIA.16.
ACCEPTANCE CRITERIA.
ALL WELDS ON FRACTURE CRITICAL MEMBERS TO MEET AWS D1.5 TABLE 6.3, REQUIREMENTS FOR 15.
NO ADDITIONAL COST TO THE GOVERNMENT.
A REPEATING OF THE HEAT TREATMENT. ANY REPEATING OF THE HEAT TREATMENT TO BE PERFORMED AT
ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER STRESS RELIEVING, REQUIRE 14.
PENETRATION WELDS AND BE ADDRESSED THROUGH WELDING AND FABRICATION TECHNIQUES.
ATTENTION TO BE GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT INPUT FROM COMPLETE JOINT
SHOWN ON PLANS. PERFORM WELD PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES. EXTRA
FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE SPECIFICATIONS AND 13.
USE FILLING METAL IN ACCORDANCE WITH AWS D1.5.12.
TO BE FINISHED PRIOR TO PAINTING.
RECOMMENDATIONS. CLEARLY IDENTIFY ALL HOLES TO BE FILLED IN THE SHOP DRAWINGS, ALL FILLED HOLES
PRIOR TO PAINTING. APPLY THIS FILLER MATERIAL IN ACCORDANCE WITH THE MANUFACTURERS
WATER TO PASS THROUGH THE BULKHEAD WITH AN APPROVED MATERIAL THAT IS EQUAL TO "BELAZONA 1111"
FILL ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE THAT WOULD ALLOW 11.
RADIUS TO BE APPROVED BY THE CONTRACTING OFFICER. WRAP ALL WELDS WITH ADJACENT FILLET.
" 2 1LATEST EDITION OF THE AISC STEEL CONSTRUCTION MANUAL. WELD ACCESS HOLES GREATER THAN 1
WRAPPING OF ALL WELDS UTILIZING THE SAME PROCESS INTENDED AND SHAPED IN ACCORDANCE WITH THE
USE WELD ACCESS HOLES TO PREVENT THE INTERSECTION OF WELDS. SIZE SUFFICIENTLY TO PERMIT 10.
". FILLET WELDS TO ALSO NOT BE MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.4
1THAN
THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE D1.5. NO FILLET WELDS TO BE SMALLER
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE IS TO BE THE MINIMUM REQUIRED IN ACCORDANCE WITH 9.
ACCORDING TO (AWS D1.5) LATEST EDITION.
THE SHOP DRAWINGS FOR GOVERNMENT APPROVAL. COMPLETE JOINT PENETRATION WELD ALL SPLICES
CLEARLY SHOW ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS AND CLOUDED ON 8.
STRESS FLOW.
GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. PERFORM GRINDING PARALLEL TO THE DIRECTION OF 7.
LATEST EDITION.
WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS. D1.5)
UNLESS OTHERWISE NOTED, ALL WELDS TO BE COMPLETE JOINT PENETRATION WELDS (CJP) IN ACCORDANCE 6.
SHOP.
LENGTH OF WELD CALLED FOR ON THE DRAWINGS TO BE EFFECTIVE LENGTH. PERFORM ALL WELDING IN THE 5.
OFFICER.
(LOCKED-UP) STRESSES AND DISTORTION, AND IS TO BE SUBJECT TO THE APPROVAL OF THE CONTRACTING
CAREFULLY CONTROL WELDING SEQUENCE AND TECHNIQUE OF WELDING TO MINIMIZE RESIDUAL 4.
THE FILLER METAL AND OTHER FEATURES OF THE TECHNIQUES.
CONTRACTOR'S SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS IS TO BE SPECIFIC WITH REGARD TO 3.
WITH SPECIFICATIONS.
AND TYPE OF WELDS REQUIRED. SUBMIT DETAILED WELDING INFORMATION FOR APPROVAL IN ACCORDANCE
WELDING SYMBOLS SHOWN ARE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE 2.
SPECIFICATIONS.
AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE AWS D1.5 AND TO THE PROVISIONS OF THE
THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE, IS TO CONFORM TO THE
ALL WELDING IS TO BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM 1.
INCLUDING THE FILLING BULKHEAD UNLESS OTHERWISE EXCLUDED BY NOTATION.
ALL REFERENCES TO "BULKHEAD" IN THE PLANS AND SPECIFICATIONS REFERS TO ALL (7) SEVEN BULKHEADS, 26.
ALL SECTIONS, DETAILS AND PARTS ARE IDENTICAL EXCEPT WHERE SPECIFIED.
PLANS DEPICT (7) SEVEN TOTAL BULKHEADS INCLUDING (6) SIX BULKHEADS AND (1) ONE FILLING BULKHEAD. 25.
SHOWN FOR CLARITY OF DETAILS.
BULKHEAD SHOWN IN PLANS IS SYMMETRICAL ABOUT THE SPECIFIED CENTERLINE. HALF-BULKHEAD IS 24.
GOVERNMENT FOR APPROVAL.
SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATION 05 59 13 AND SUBMIT TO
THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND NOT TO BE USED AS, DETAILED FABRICATION 23.
POUNDS. ESTIMATED FILLING BULKHEAD WEIGHT: 66,000 POUNDS.
PAINT, WHICH IS TO BE DISPLAYED AS SHOWN ON SHEET S-501. ESTIMATED BULKHEAD WEIGHT: 62,000
22. SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS, SEALS, SLIDES, VALVES AND
EACH BULKHEAD TO HAVE ITS OWN IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-501.21.
AWS D1.5.
THE LARGER OF THE PLATES TO HAVE A BEVELED SLOPE OF 2.5H:1V OR GREATER IN ACCORDANCE WITH
UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTH, 20.
ALL DRAIN HOLES TO BE SIX (6) INCHES IN DIAMETER AND GROUND SMOOTH UNLESS OTHERWISE NOTED.19.
ALL HOLES AND CUT SURFACES TO HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.18.
OTHERWISE SHOWN.
ALL WASHERS TO BE ASTM F436 PLATE HARDENED WASHERS FOR ALL BOLTED CONNECTIONS, UNLESS 17.
ALL BOLTS TO HAVE SUFFICIENT LENGTH TO FULLY ENGAGE THE NUT.16.
TENSIONING AND PRIOR TO PAINTING, REMOVE ALL LUBRICANT REMAINING ON EXPOSED NUT SURFACES.
ALL NUTS FOR BOLTS TO HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING FACE. AFTER 15.
TEXTURE."
SURFACE FINISHES TO CONFORM TO THE MOST CURRENT ANSI STANDARD B46.1 - CODE FOR "SURFACE 14.
SPECIFICATIONS. CLEAN AND INSPECT ALL WELDS PRIOR TO PAINTING.
PAINT ALL EXPOSED STRUCTURAL STEEL OF THE BULKHEAD AND APPURTANCES IN ACCORDANCE WITH THE 13.
CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF WORK BEING FURNISHED.
WORKMANSHIP TO BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN PRACTICES TO 12.
SLIP-CRITICAL. PAINT ALL BOLTS. SEE SPECIFICATIONS FOR PAINT PRIMER FOR GALVANIZED STEEL.
COAT ALL FAYING SURFACES WITH ZINC-RICH PRIMER, VZ-108d, PRIOR TO ASSEMBLY UNLESS IDENTIFIED AS 11.
FOR BOLTS ATTACHING SEALS AND UHMW-PE SLIDES.
PLAIN (UNCOATED) BOLTS ARE TYPICAL FOR USE THROUGHOUT THE STRUCTURE. USE GALVANIZED BOLTS 10.
TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE DEFORMATION OF SEAL OR SLIDERS.
ALL BOLTS FOR BLOCK SEALS AND UHMW-PE SLIDERS ARE TO BE ASTM A3125 GRADE A325. TORQUE BOLTS 9.
ALL COUNTER-SUNK BOLTS TO BE ASTM A449 HEX DRIVE FLAT SOCKET SCREWS.8.
TURN.6
1STRUCTURAL CONNECTIONS BY MATCH MARKING AND ROTATING THE NUT
THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, PRETENSION ALL BOLTED 7.
PLANES. PREP AND PRIME ALL DRILLED HOLES FOR BOLTED CONNECTIONS.
CONNECTIONS TO BE FULLY PRETENSIONED CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR
UNLESS OTHERWISE NOTED, ALL BOLTS TO BE ASTM F3125 GRADE A325 AND ALL STRUCTURAL 6.
CRITERIA AS DEFINED IN AWS D1.5M/D1.5.
"FRACTURE CRITICAL MEMBERS" IN THIS PLAN SET TO BE HELD TO THE FRACTURE CRITICAL MEMBER
IN ACCORDANCE TO THE SPECIFICATIONS, ALL PARTS DIRECTLY WELDED TO MEMBERS IDENTIFIED AS 5.
FREQUENCY OF TESTING.
APPLYING REQUIREMENTS IN SECTION 10.2. SAMPLE AND TEST ACCORDING TO ASTM A673, USE (P)
UNDER "FRACTURE CRITICAL MEMBERS" ON THIS SHEET. USE IMPACT TESTING TEMPERATURE ZONE 3 WHEN
TOUGHNESS TESTING AND MARKING) FOUND IN THIS SPECIFICATION APPLIES TO THE MEMBERS IDENTIFIED
GRADE HPS 70WF. THE REQUIREMENTS OF ASTM A709 SECTION 10.2 (FRACTURE CRITICAL, F, MATERIAL;
ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, TO BE ASTM A709 "HIGH STRENGTH LOW ALLOY" 4.
ON SHOP DRAWINGS WITH THE CORRESPONDING RFI NUMBER.
APPROVAL BY GOVERNMENT THROUGH A REQUEST FOR INFORMATION (RFI), AND IF APPROVED, CLOUDED
ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR IS TO BE REQUESTED FOR 3.
DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.
FABRICATION TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE
IMMEDIATELY BRING ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND INTERFERENCE RELATED TO 2.
SPECIFICATIONS AND THESE NOTES, THE SPECIFICATIONS TAKE PRECEDENCE.
TOTAL NUMBER OF PARTS FOR EACH BULKHEAD AS NOTED. IN CASE OF CONFLICT BETWEEN THE
COMPRISED OF A SKIN PLATE CONNECTED TO TWO HORIZONTAL PLATE GIRDERS. QUANTITIES REFLECT THE
DRAWINGS AND BID SCHEDULE IN ACCORDANCE WITH SPECIFICATIONS. THE BULKHEAD ASSEMBLY IS
FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE BULKHEAD ASSEMBLIES AS SHOWN ON CONTRACT 1.
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NAME PLATE
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EXISTING BULKHEAD SLOT2
1EXISTING L9X6X
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"16 31'-3
1"
R
T
Y P
"T
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T Y
P
" TYP2
1 " TYP4
11" TYP2
" PL2
0 3" 6" 9" 12"SCALE : 3"=1'-0"
NOTES:
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1'-4"
45°
T
Y P
"2
" DIA HOLE, TYP16
T Y
P
4" TYP
T Y
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T Y
P
T Y
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"2
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" DIA HOLE, TYP16
" TYP2
" TYP2
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" DIA ROD, TYP2
1 1
AGAINST BULB SEAL
BLOCK SEAL TO BEAR 16
5 TYP
5 TYP
5 TYP
BULKHEAD NUMBER "5".
NUMBERS TO BE "1" THROUGH "7" WITH THE VALVE
FABRICATE ONE PER BULKHEAD. IDENTIFICATION 4.
LETTERS TO BE CENTERED ON PLATE. 3.
SLIDES AND VALVES.
THE BULKHEAD INCLUDING BOLTS, PAINT, SEALS,
WEIGHT TO BE FINAL, AS-FABRICATED WEIGHT OF 2.
" DEEP. 4
1MILL LETTERS 1.
"8
1PRESET -
A1
END SEAL DETAIL
TOTAL QTY: 7
UNIT QTY: 1
ASTM A36
0 3" 6" 9" 12"SCALE : 3"=1'-0"
" PL2
T Y
P
NOTES:
ASTM F436
UNIT QTY: 16
TOTAL QTY: 112
THICKNESS TO BE WITHING AISC TOLERANCES.
REQUIREMENTS FOR PLATE HARDEND WASHERS.
PROVIDE IN ACCORDANCE WITH ASTM F436 1.
"16
2"
R
" DIA HOLE16
0 3" 6" 9" 12"SCALE : 3"=1'-0"
NOTES:
ASTM F436
UNIT QTY: 16
TOTAL QTY: 112
THICKNESS TO BE WITHING AISC TOLERANCES.
REQUIREMENTS FOR PLATE HARDEND WASHERS.
PROVIDE IN ACCORDANCE WITH ASTM F436 1.
"16
"4
R
" DIA HOLE16
A6
LADDER DETAIL
R
3"TYP
E7
LIFTING LUG WASHER
E9
LIFTING LUG WASHER
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
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S-504-A1
S-502-C1
S-503-F8
S-503-F1
S-503-C1
S-504-D1
S-502-C1
S-503-F8
S-503-F1
S-503-C1
S-503-A4
S-503-A4
S-502-A6
S-502-A6
S-502-A1
S-502-A1
S-503-A1
S-503-A1
S-502-A1
S-502-A1
S I
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S-502-E1 - TOP GIRDER ASSEMBLY
E6
S-502-E6 - BOTTOM GIRDER ASSEMBLY
0 4' 8'SCALE : 3/16"=1'-0" 12' 0 4' 8'SCALE : 3/16"=1'-0" 12'
UNIT QTY: 1
TOTAL QTY: 7
UNIT QTY: 1
TOTAL QTY: 7
G
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S-502-A1 - DRY SIDE FLANGE
C
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2'1'0SCALE : 1"=1'-0"
HOLE, TYP
" DIA 16
OR
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20'-10""
6'-6"
8" TYP
20'-10"
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" DIA HOLE, TYP OF 416
"2 13'-11
1'-9"
"2 12'-9
19'-9" "2 12'-2
T
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1'-4" PL
C6
" PL8
R
R
TYP
TYP
A6
S-502-A6 - DRY SIDE FLANGE FILLING BULKHEAD
C1
S-502-C1 - DRY SIDE FLANGE
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"
FILLING BULKHEAD
FILLING BULKHEAD
BEVEL MIN 2.5:1
BEVEL MIN 2.5:1
NOTES:
" DIA HOLE, TYP16
BOTTOM FOR CLARITY.
ASSEMBLY DEPICTED FROM THE 1.
(S-503-A1), TYP
ON FLANGE STIFFENER
(S-503-F8) CENTERED
BEARING BAR PLATE
(S-503-A1), TYP
ON FLANGE STIFFENER
(S-503-F8) CENTERED
BEARING BAR PLATE
FCM
FCM
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ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 12
ASTM A709 GR HPS 70WF
UNIT QTY: 4
TOTAL QTY: 24
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 2
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C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
S I
S-503
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
CL
G
IR
D E
R S
D E
T A
IL
S
C1
S-503-C1 - WET SIDE FLANGE
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
LC
6"
"2
"2 111'-7
" PL2
6" TYP
" DIA HOLE, TYP16
"2 143'-1
"2 127'-7
F8
S-503-F3 - BEARING BAR PLATE
"2
1'-2""2
1'-2"
2'-1"
2" PL
F1
S-503-F1 - SEAL BAR
2'1'0SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"2
"2
42'-10"
"4
"4
"16
R
TY
P
TY
P
R
" PL2
" PL2
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
HOLE, TYP
" DIA
HOLE, TYP
" DIA 16
A1
S-503-A1 - FLANGE STIFFENER
A4
S-503-A4 - CLIPPED FLANGE STIFFENER
1" PL
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 30
TOTAL QTY: 210
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 58
TOTAL QTY: 406
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
S I
S-504
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
D8
S-503-D8- STIFFENER
3'-1"
6" TYP
T Y
P
" TYP2
19R
" T Y P
R
" PL8
1'-6"
A8
HOLE SPACING DETAIL
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
HOLE, TYP
" DIA. 16
TYP"16
114'-2"16
152'-5 "8 71'-3
"16
TYP
TYP
"2 120'-7
"2 142'-8
"2 116'-11"2
12'-8
R
R
T
Y P
R
TYP"16
114'-2"16
152'-5 "8 71'-3
"16
TYP
TYP
"2 120'-4
"2 142'-8
"2 116'-11"2
12'-8
R
R
T
Y P
R
2'-0"
A8
6" DIA. DRAIN
HOLE, TYP
6" DIA. DRAIN
HOLE, TYP
C L
C L
3" DRAIN
HOLE,
TYP
3" DRAIN
HOLE,
TYP
A1
S-503-A1 - TOP WEB
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"D1
S-503-D1 - BOTTOM WEB
D E
T A
IL
S
G
IR
D E
R S
8" PL
8" PL
3" DIA OPERATOR ACCESS HOLE.
LOCATION TO BE ADJUSTED BASED
ON VALVE GEOMETRY
3" DIA OPERATOR ACCESS HOLE.
LOCATION TO BE ADJUSTED BASED
ON VALVE GEOMETRY
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
3" R
TYP
"2
"2
WET SIDE EDGE
OF WEB
FCM
FCM
ASTM A709 GR HPS 70WF
UNIT QTY: 1
TOTAL QYT: 7
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QYT: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 1
TOTAL QYT: 7
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
C K
S-505-A3
S-505-A5
S-505-A7
S-505-A1
S I
S-505
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
UNIT QTY: 2
TOTAL QTY: 14
E1
S-505-E1 - VERTICAL SEAL ASSEMBLY
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
" PL2
" PL8
5 " PL2
"2
3"
"2
3"
2"
4"
"2
"2
" DIA HOLE, TYP16
" DIA HOLE, TYP16
" DIA HOLE, TYP2
A1
S-505-A1 - SPACER BAR
A3
S-505-A3 - CLAMP BAR
A7
S-505-A7 - VERTICAL SEAL
A5
S-505-A5 - SEAL BAR
D E
T A
IL
S
V E
R T
IC
A L S
E A
L
R
NATURAL RUBBER/POLYISOPRENE
UNIT QTY: 2
TOTAL QTY: 14
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
T Y
P
T Y
P
T Y
P
T Y
P
BOLTS, TYP
" COUNTERSUNK 2
COUNTERSUNK FOR
" DIA HOLE, 16
" CLADDING16
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
C K
S-506-A1
S-506-A1
S-506-A5
S-506-A3
S-506-A7
S I
S-506
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
UNIT QTY: 4
TOTAL QTY: 28
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"
D E
T A
IL
S
E N
D G
U
ID
E
E1
S-506-E1 - END GUIDE ASSEMBLY
"8
9"
3" 3"
"8
" T Y P
R
" PL2
1" PL2
" PL2
"2 12 "2
8"
TYP
" HOLE, 16
TYP
" HOLE, 4
TYP
" HOLE, 16
A1
S-506-A1 - STIFFENER
A7
S-506-A7 - END GUIDE PLATE
A5
S-506-A5 - STIFFENER
0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
UHMW-PE
UNIT QTY: 8
TOTAL QTY: 56
A3
S-506-A3 - UHMW BLOCK
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
ASTM A709 GR HPS 70WF
UNIT QTY: 4
TOTAL QTY: 28
ASTM A709 GR HPS 70WF
UNIT QTY: 4
TOTAL QTY: 28
ASTM A709 GR HPS 70WF
UNIT QTY: 8
TOTAL QTY: 56
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
1 1 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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
C K
S-507-A8
S-507-A6
S-507-A4
S-507-A6
S-507-A1
S I
S-507
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
UNIT QTY: 2
TOTAL QTY: 14
0 6" 1' 2'SCALE : 1 1/2"=1'-0"D1
S-507-D1 - DIAPHRAGM ASSEMBLY
1'-9"
5"
"2
5"
"2
HOLE, TYP
" DIA 16
1" PL
A1
S-507-A1 - DIAPHRAGM
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
NOTES:
THE DIAPHRAGM CENTERLINE.
ASSEMBLY IS SYMMETRICAL ABOUT 1.
D E
T A
IL
S
D
IA
P H
R A
G M
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
25° 25°
"2
"8 33'-51'-6""8
51'-3
2'-0""16 151'-6
6" R
6"
R
"16 52'-2 "4
31'-5
" T
YP
R
6" T Y P
R
T Y P
R
6'-3"
"8
D5
DIAPHRAGM ASSEMBLY ELEVATION
" PL2
A8
S-507-A8 - LIFTING LUG PLATE
"8 32'-
6"
25° TY
P
T Y P
R
" TYP2
1R 1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A4
S-507-A4 - STIFFENER
R
65°
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A6
S-507-A6 - STIFFENER
"8
TYP
"8
"16 152'-1 11"
5"
TYP
2'1'0SCALE : 1"=1'-0"
OPP HAND
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 4 AS SHOWN
4 OPP HAND
TOTAL QTY: 28 AS SHOWN
28 OPP HAND
ASTM A709 GR HPS 70WF
UNIT QTY: 4
TOTAL QTY: 28ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
S I
S-508
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
A1
S-508-A1 - DIAPHRAGM
D5
S-508-D5 - DIAPHRAGM
FACE OF S-508-A8
BEVEL TO MATCH
D1
S-508-D1 - DIAPHRAGM
FACE OF S-508-A8
BEVEL TO MATCH
A5
S-508-A5 - DIAPHRAGM
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
"2
"8 14'-7
"16 114'-2
"16 112'-6"2
11'-
" TY
P
R
" TY
P
R
" TY
P
R
" TY
P
R
"8 75'-5"2
"16 55'-10
"8 73'-9"2
11'-
"2 12 "8
55'-10
6'-3"
"8 54'-2"2
11'-
"16 54'-10"2
"16 115'-2
"16 53'-2"2
11'-
2'1'0SCALE : 1"=1'-0"
2'-0"
1'-0"
6" T Y P
R
" PLATE2
" PLATE2
1" PLATE2
" PLATE2
FACE OF S-508-A8
BEVEL TO MATCH
D8
S-508-D8 - INTERCOSTAL
" PL8
D E
T A
IL
S
D
IA
P H
R A
G M
S
A8
S-508-A8 - BRACE PLATE
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
" PL2
"8
"8
R
T Y P
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
ASTM A709 GR HPS 70WF
UNIT QTY: 16 (FILLING BULKHEAD: 14)
TOTAL QTY: 110
ASTM A709 GR HPS 70WF
UNIT QTY: 15
TOTAL QTY: 105
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 7
TOTAL QTY: 49
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
1 1 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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
M V
D
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 L
R D
SOLICITATION
R O
C K I S
L A
N D D
IS
T R
IC
T
R O
C K I S
L A
N D
IL
L
IN
O
IS
W E
K
R
A U
G U
S T
T
M A
S I
S-509
S -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
R T
H U
R L
O C
K
S A
U L T S
T E
M A
R
IE
M I
C H
IP
P E
W A C
O U
N T
Y
M
B R
O W
N
A
C A
M P
B E
L L
B J
O N
E S
F1
S-509-F1 - STIFFENER
LC
A1
S-509-A1 - SKIN PLATE
"4 34'-21"
"4 32'-3"2
"2
R T Y P
" CHAMFER2
" PLATE2
"2
R
TY
P
"4 34'-2
" PL2
" PL2
C1
S-509-C1 - END PLATE
1'-0"
3" 3"
R
A5
S-509-A5 - REACTION BLOCK
D E
T A
IL
E4
S-509-E4 - BEARING BLOCK
CL
2'1'0SCALE : 1"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=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"
2'1'0SCALE : 1"=1'-0"
"4
" DIA HOLE, TYP8
BOTH ENDS
MILL TO BEAR,
NATURAL RUBBER/POLYISOPRENE
UNIT QTY: 30
TOTAL QTY: 210
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 1" 2" 3" 4"SCALE : 6"=1'-0"
"2
"4 333"
R
R
"2
5"
"2
R
" PL2
" PL2
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
"2 142'-9
MILL TO BEAR
MILL TO BEAR
MILL TO
BEAR
MILL TO
BEAR
1'-2"2"
1'-2"8"
T Y
P
2'-0"
HOLE, TYP
" DIA 8
" T
YP
R
NATURAL RUBBER/POLYISOPRENE
UNIT QTY: 1 AS SHOWN, 1 OPP HAND
TOTAL QTY: 7 AS SHOWN, 7 OPP HAND
T Y
P
"16
15R
T
Y P
2"
1" TYP
"2
" TYP8
"8
TYP
E6
S-509-E6- LEVELING EYE
E8
S-509-E8 - LEVELING EYE STIFFENER
A8
S-509-A8 - BLOCK SEAL
DRILL AND TAP
FOR 34" DIA BOLTS
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
ASTM A709 GR HPS 70WF
UNIT QTY: 4
TOTAL QTY: 28
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 8
TOTAL QTY: 56
ASTM A709 GR HPS 70WF
UNIT QTY: 2
TOTAL QTY: 14
ASTM A709 GR HPS 70WF
UNIT QTY: 1
TOTAL QTY: 6
ASTM A709 GR HPS 70WF
UNIT QTY: 4
TOTAL QTY: 28
L
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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SOLICITATION
W E
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S-511
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A N A
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T R
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P L E
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M A
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U L T S
T E
M A
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M I
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W A C
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M
B R
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N
A
C A
M P
B E
L L
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E S
2'1'0SCALE : 1"=1'-0"A1
S-511-A1 - SKIN PLATE
D E
T A
IL
S
CL
"2 129'-5
2'1'0SCALE : 1"=1'-0"
1"
D1
S-511-D1 - INTAKE PIPE
G
CJP
B U
L K
H E
A D F
A B
R
IC
A T
IO
N
"2 142'-9
F
IL
L
IN
G B
U L
K H
E A
D
STANDARD 24" FLANGE
ADJUST LENGTH OF INTAKE PIPE TO
LOCATE VALVE AT CENTER OF
GRAVITY OF THE BULKHEAD
TOTAL QTY: 2
UNIT QTY: 2
ASTM A36 FLANGE
ASTM A53, GR B SCHEDULE 20 PIPE
O .D
NOTES:
BY VALVE MANUFACTURER.
TORQUE OR TENSION BOLTS AS RECOMMENDED
RECOMMENDED BY VALVE MANUFACTURER.
FLANGE BOLT SIZE AND SPACING TO BE AS 1.
" PL2
MATCH DRILL BOLT HOLES TO VAVLE FACE
TOTAL QTY: 1
UNIT QTY: 1
ASTM A709 GR HPS 70WF
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
L
L
IC
IT
A T
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N N
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D E
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D B
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D B
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D A
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C O
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D B
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A W
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U E D
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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M-501-A1
M-501-A7
S I
M-501
M -5
.d
O L
O C
K C
O M
P L E
X
M A
C A
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S A
U L T S
T E
M A
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M I
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P E
W A C
O U
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M
B R
O W
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B J
O N
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D E
T A
IL
2'1'0SCALE : 1"=1'-0"
G O
C H
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A1
M-501-A1 - DISCHARGE PIPE
1"
E1
M-501-E1 - DISCHARGE ASSEMBLY
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
2'1'0SCALE : 1"=1'-0"
E7
M-501-E7 - STEM SUPPORT
A7
M-501-A7 - VALVE PLATE
2'-6"
3" 8" TYP
3" TYP
R
"16 12'-3"
" PL2
" DIA HOLE, TYP16
TOTAL QTY: 2
UNIT QTY: 2
5"
"16
"2
0 1" 2" 3" 4"SCALE : 6"=1'-0"
"16
1REMOVABLE STEM EXTENSION DIA +
TOTAL QTY: 2
UNIT QTY: 2
UHMW-PE
B U
L K
H E
A D F
A B
R
IC
A T
IO
STANDARD 24" FLANGE
ADJUST LENGTH OF
DISCHARGE PIPE TO CENTER
VALVE AT CENTER OF GRAVITY
OF THE BULKHEAD
G
CJP
O .D
HOLES TO VALVE FACE
MATCH DRILL BOLT
TOTAL QTY: 2
UNIT QTY: 2
ASTM A36 FLANGE
ASTM A53, GR B SCHEDULE 20 PIPE
NOTES:
BY VALVE MANUFACTURER.
TORQUE OR TENSION BOLTS AS RECOMMENDED
RECOMMENDED BY VALVE MANUFACTURER.
FLANGE BOLT SIZE AND SPACING TO BE AS 1.
TOTAL QTY: 2
UNIT QTY: 2
ASTM A709 GR HPS 70WF 1
/2
A M
N D
C
H A
N G
E D M
A T
E R
IA
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