450287-PLAN_SET_DRAWINGS-2016-07-13-Signature_Set.pdf
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- Solicitation number
- W912EK-16-R-0016
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W912EK-16-R-0016 Drawings
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| File | Type | Posted |
|---|---|---|
| W912EK-16-R-0016_Amendment_0002.pdf | ||
| W912EK-16-R-0016_Amendment_0001.pdf | ||
| APPENDIX_D_PPQ.pdf | ||
| W912EK-16-R-0016.pdf |
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Sheet
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G-001
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1 2 43 5
ILLINOIS RIVER BASIN
MARSEILLES & STARVED ROCK LOCKS
MARSEILLES, IL & UTICA, IL
MITER GATE REPLACEMENT
O&M General
Solicitation: W912EK-16-R-0016 Contract:
JUNE 2016
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT COMMANDER
DATE
DATEDATE
CHIEF, TECHNICAL SERVICES BRANCH
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
SIGNATURES AND REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES INDICATE OFFICIAL RECOMMENDATION
OF ALL DRAWINGS IN THIS SET.
DATECHIEF, DESIGN BRANCH
G-002
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TITLE OF DRAWING TITLE OF DRAWING
G-001
G-002
G-003
SHEET
REF. NO.
SHEET
REF. NO.
S-100
S-101
S-102
S-103
S-105
S-106
S-107
S-108
S-109
COVER SHEET
INDEX OF DRAWINGS
DELIVERY PLAN
S-500
S-501
S-502
S-503
S-504
S-505
S-506
S-507
S-508
S-509
S-510
S-511
S-512
S-513
S-514
S-515
TOP GIRDER DETAILS
TOP GIRDER DETAILS
TOP GIRDER DETAILS
TOP GIRDER DETAILS
TOP GIRDER DETAILS
TOP GIRDER DETAILS
TOP GIRDER DETAILS
TOP GIRDER DETAILS
MITER GUIDE DETAILS
MITER GUIDE DETAILS
BOTTOM GIRDER DETAILS
BOTTOM GIRDER DETAILS
BOTTOM GIRDER DETAILS
BOTTOM GIRDER DETAILS
BOTTOM GIRDER DETAILS
BOTTOM GIRDER DETAILS
PINTLE ASSEMBLY
PINTLE DETAILS
PINTLE DETAILS
PINTLE DETAILS
PINTLE DETAILS
PINTLE DETAILS
PINTLE DETAILS
S-520
S-521
S-522
S-523
S-524
S-525
S-526
S-530
S-531
S-532
S-533
S-534
S-535
S-536
S-537
S-538
S-539
35FT QUOIN GIRDER DETAILS
20FT QUOIN GIRDER DETAILS
35FT QUOIN GIRDER DETAILS
20FT QUOIN GIRDER DETAILS
QUOIN GIRDER DETAILS
35FT MITER GIRDER DETAILS
20FT MITER GIRDER DETAILS
35FT MITER GIRDER DETAILS
20FT MITER GIRDER DETAILS
MITER GIRDER DETAILS
35FT VERTICAL FRAME DETAILS
20FT VERTICAL FRAME DETAILS
35FT VERTICAL FRAME DETAILS
35FT VERTICAL FRAME DETAILS
35FT VERTICAL FRAME DETAILS
20FT VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
S-560
S-561
S-562
S-563
S-564
S-565
S-566
S-567
S-568
S-570
S-571
S-572
S-575
S-576
S-577
S-578
35FT DIAGONAL DETAILS
20FT DIAGONAL DETAILS
DIAGONAL DETAILS
DIAGONAL DETAILS
DIAGONAL DETAILS
DIAGONAL DETAILS
DIAGONAL DETAILS
DIAGONAL DETAILS
DIAGONAL DETAILS
S-580
S-581
S-582
S-583
S-585
S-586
S-587
GUDGEON HOOD ASSEMBLY
GUDGEON HOOD DETAILS
GUDGEON HOOD DETAILS
STRUT HOOD ASSEMBLY
STRUT HOOD DETAILS
STRUT HOOD DETAILS
STRUT HOOD DETAILS
S-700
S-701
S-702
S-703
S-704
S-705
LIFTING EYE ASSEMBLY
LIFTING EYE DETAILS
LIFTING EYE DETAILS
LIFTING EYE DETAILS
LEFT MITER POST DETAIL
ANCHORAGE ASSEMBLY
ANCHORAGE DETAILS
MITER GUIDE DETAILS
MITER GUIDE DETAILS
MITER GUIDE DETAILS
S-712
S-713
S-714
S-715
S-716
S-717
S-718
S-719
S-720
S-721
S-722
S-723
S-730
S-735
S-745
WALKWAY ASSEMBLY
WALKWAY ASSEMBLY
WALKWAY PLAN
WALKWAY ELEVATIONS
WALKWAY DETAILS
WALKWAY SECTIONS
S-301
S-302
S-304
S-305
S-306
S-307
35FT SECTIONS
35FT SECTIONS
20FT SECTIONS
20FT SECTIONS
35FT SECTION
20FT SECTION
S-201
S-202
S-203
S-204
S-205
S-206
S-207
S-210
S-211
S-212
35FT DS ELEVATION
35FT US ELEVATION
20FT DS ELEVATION
20FT US ELEVATION
35FT QUOIN/MITER ELEVATIONS
20FT QUOIN/MITER ELEVATIONS
GREASE LINE ASSEMBLY DETAIL
35FT SKIN PLATE ELEVATION
20FT SKIN PLATE ELEVATION
LEFT MITER POST ELEVATIONS
GENERAL STRUCTURAL NOTES
35FT MITER GATE DS ISOMETRIC
35FT MITER GATE US ISOMETRIC
35FT MITER GATE PLAN
35FT MITER GATE CONTROL DIMENSIONS
20FT MITER GATE DS ISOMETRIC
20FT MITER GATE US ISOMETRIC
20FT MITER GATE PLAN
20FT MITER GATE CONTROL DIMENSIONS
MITER POST AND MITER GUIDE PLAN
S-001
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
WALKWAY DETAILS
FENDER DETAILS
PAD EYE AND TIE-DOWN DETAILS
NAME PLATE DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
VERTICAL FRAME DETAILS
35FT SKIN PLATE DETAILS
20FT SKIN PLATE DETAILS
S-540
S-541
S-542
S-543
S-544
S-545
S-546
S-547
S-548
S-549
S-550
S-551
S-552
S-553
S-554
S-558
S-559
S-590
S-591
S-592
S-593
S-595
S-596
S-597
G-003
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1 2 43 5
FLOW
FLOW
N
A1 DELIVERY LOCATION PLAN
DELIVERY
LOCATION
BELLS ISLAND
MARSEILLES LOCK
ILLINOIS RIVER
S-001
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WRAP WELD AROUND
END OF ALL WELDED
PLATES
TYP WRAP WELD DETAIL
SCALE : NO SCALE
1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, AND DELIVER 2 COMPLETE MITER GATE
ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE IN
ACCORDANCE WITH THE SPECIFICATION. A GATE ASSEMBLY IS COMPRISED OF ONE RIGHT
AND ONE LEFT LEAF WHICH ARE OPPOSITE HAND BUT OTHERWISE IDENTICAL EXCEPT AS
NOTED ON THE CONTRACT DRAWINGS. QUANTITIES REFLECT THE TOTAL NUMBER OF PARTS
FOR THE RIGHT AND LEFT LEAFS OF THE UPPER AND LOWER MITER GATE ASSEMBLIES AS
NOTED. EACH LEAF SHALL HAVE A WALKWAY ASSEMBLY, ANCHORAGES, AND A PINTLE WITH
BASE THAT SHALL REPLACE THE EXISTING CONCRETE EMBEDDED PINTLE BASE.
2. THE RIGHT LEAF IS ON THE RIGHT HAND SIDE OF THE LOCK CENTERLINE WHEN LOOKING
DOWNSTREAM. THE RIGHT LEAF IS SHOWN EXCLUSIVELY ON THE CONTRACT DRAWINGS,
EXCEPT WHERE NOTED. DIMENSIONS FOR LEFT LEAF QUANTITIES SHALL BE MIRRORED WHERE
APPLICABLE.
3. ALL DEFICIENCIES, INNACCURACIES, OMISSIONS AND INTERFERENCES RELATED TO FABRICATION
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES
CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.
4. EACH GATE LEAF SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-203.
5. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE DRAWINGS, AND IN THE SPECIFICATION, ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE SHALL BE ASTM A709 "HIGH STRENGTH
LOW ALLOY" GRADE 50. THE REQUIREMENTS OF ASTM A709 SECTION 10.2 (FRACTURE-
CRITICAL, F, MATERIAL; TOUGHNESS TESTING AND MARKING) FOUND IN THIS SPECIFICATION
SHALL APPLY TO THE TOP GIRDER, BOTTOM GIRDER, VERTICAL GIRDERS, MITER GIRDER, QUOIN
GIRDER, STRUT HOOD, GUDGEON HOOD, DIAGONALS, SKIN PLATE AND INTERCOSTALS. IMPACT
TESTING TEMPERATURE ZONE 2 SHALL BE USED WHEN APPLYING REQUIREMENTS IN SECTION 10.2.
SAMPLE AND TEST ACCORDING TO ASTM A673, USE (H) FREQUENCY OF TESTING.
6. UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE ASTM A325, AND ALL STRUCTURAL CONNECTIONS
SHALL BE FULLY PRETENSIONED CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR
PLANES. ALL DRILLED HOLES FOR BEARING TYPE CONNECTIONS SHALL BE PREPPED, PRIMED
AND PAINTED.
7. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN
PRACTICES TO CONFORM TO THE SPECIFICATION FOR THE ITEM OF WORK BEING FURNISHED.
8. SURFACE FINISHES SHALL CONFORM TO ANSI STANDARD B46.1-2009 CODE FOR "SURFACE
TEXTURE"
9. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS
SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION AND THE
AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE (AWS D1.5) LATEST EDITION.
10. DIMENSIONS SHOWN FOR OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCE MUST BE
MADE FOR MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.
11. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE
COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN RECORDS OF THE
QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.
12. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPECIFICATIONS.
13. ALL EXPOSED STRUCTURAL STEEL OF THE GATES AND APPURTENANCES, EXCEPT MACHINED
SURFACES AND CORROSION RESISTANT SURFACES SHALL BE PAINTED IN ACCORDANCE WITH
THE SPECIFICATIONS. MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN
SPECIFICATIONS. ALL WELDS SHALL BE CLEANED AND INSPECTED PRIOR TO PAINTING.
14. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO OBTAIN FINAL
DIMENSIONS.
15. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125
MICRO INCHES.
16. ALL DRAIN HOLES SHALL BE THREE (3) INCHES IN DIAMETER UNLESS OTHERWISE SHOWN.
17. WASHERS SHALL CONFORM TO ASTM F436 FOR PRETENSIONED CONNECTIONS WITH OVERSIZED
HOLES AND SHORT SLOTTED HOLES.
18. WASHERS SHALL BE PLATE HARDENED WASHERS, OR CONTINUOUS LENGTH
HARDENED STRUCTURAL-GRADE STEEL FOR ALL BOLTED CONNECTIONS, UNLESS
OTHERWISE SHOWN.
19. ALL NUTS FOR BOLTS SHALL HAVE LUBRICANT AT LEAST ON THE THREADS AND ONE BEARING
FACE, AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED
NUT SURFACES SHALL BE REMOVED.
20. THREE WEEKS AFTER INITIAL BOLT TENSIONING FOR FINAL ASSEMBLY, ALL BOLTS SHALL BE
RE-TENSIONED BY MATCH MARKING AND ROTATING THE NUT 1/6TH TURN.
21. ALL BOLTED CONNECTIONS SHALL BE PAINTED, WITH EXCEPTION OF ALL STAINLESS STEEL
BOLTS.
22. THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE, AND SHALL NOT BE USED AS DETAILED
FABRICATION SHOP DRAWINGS. THE FABRICATOR SHALL SUBMIT SHOP DRAWINGS IN
ACCORDANCE WITH SPECIFICATION 05 05 14 AND SUBMIT TO GOVERNMENT FOR APPROVAL.
23. PINTLE GREASING MECHANISM, AS DESCRIBED ON SHEET S-568, SHALL BE PROCURED FOR THE
GOVERNMENT UPON FINAL GATE INSTALLATION.
24. AFTER FINAL DIAGONAL AND ANCHORAGE BAR TENSIONING, CONTRACTOR SHALL TURN OVER
TORQUING DEVICES AS GOVERNMENT PROPERTY.
25. ALL FAYING SURFACES SHALL BE COATED WITH ZINC-RICH PRIMER PRIOR TO ASSEMBLY.
26. ALL COUNTER SUNK BOLTS SHALL HAVE SOCKET HEADS.
GENERAL MITER GATE NOTES
1. ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES
THE ATMOSPHERE FROM MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE
APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS D1.5) STRUCTURAL
WELDING CODE AND TO THE PROVISIONS OF THE SPECIFICATIONS.
2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND
INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION
SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE
SPECIFICATIONS.
3. CONTRACTORS SPECIFICATIONS ACCOMPANYING WORKING DRAWINGS SHALL BE SPECIFIC
WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF THE TECHNIQUES.
4. WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO
MINIMIZE RESIDUAL (LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE
APPROVAL OF THE CONTRACTING OFFICER.
5. THE WORKING DRAWINGS SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND FIELD WELDS,
LENGTH OF WELD CALLED FOR ON THE DRAWINGS SHALL BE THE EFFECTIVE LENGTH.
6. UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP).
7. UNLESS OTHERWISE NOTED, ALL BUTT WELDED JOINTS SHALL BE COMPLETE JOINT
PENETRATION (CJP) BUTT WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN
WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5) LATEST EDITION. "CJP" REFERS
TO COMPLETE JOINT PENETRATION WELDS.
8. GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS.
9. UNLESS OTHERWISE NOTED, ALL GROOVE WELDED JOINTS SHALL BE COMPLETE PENETRATION
GROOVE WELDS IN ACCORDANCE WITH PROVISIONS OF THE AMERICAN WELDING SOCIETY,
STRUCTURAL WELDING CODE (AWS D1.5) LATEST EDITION.
10. ALL SPLICES MADE WHICH ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE CLEARLY
SHOWN ON THE SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT APPROVAL. ALL SPLICES
SHALL BE COMPLETE JOINT PENETRATION WELDS ACCORDING TO (AWS D1.5) LATEST EDITION.
11. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED IN
ACCORDANCE WITH PROVISIONS OF THE AMERICAN WELDING SOCIETY, STRUCTURAL
WELDING CODE (AWS D1.5) LATEST EDITION. NO FILLET WELDS SHALL BE SMALLER THAN 3/16".
FILLET WELDS SHALL ALSO NOT BE MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN
AWS D1.5.
12. WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS. THEY SHALL
BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF AISC, AND SHALL BE WRAPPED WITH
ADJACENT FILLET SIZE.
13. ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE THAT WOULD
ALLOW WATER TO PASS THROUGH THE LEAF SHALL BE FILLED WITH AN APPROVED MATERIAL
THAT IS EQUAL TO "BELZONA 1111" PRIOR TO PAINTING. THIS FILLER MATERIAL SHALL BE
APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. ALL PATCHED
HOLES SHALL BE FINISHED SMOOTH PRIOR TO PAINTING.
14. E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.
15. FABRICATOR IS RESPONSIBE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE
SPECIFICATIONS AND SHOWN ON THE PLANS. THE FABRICATOR SHALL PERFORM WELD
WELD PROCEDURES IN A MANNER TO ACHIEVE THESE TOLERANCES. EXTRA ATTENTION
SHALL BE GIVEN TO DISTORTIONS WHICH ARISE DUE TO HEAT INPUT FROM COMPLETE
JOINT PENETRATION WELDS AND SHALL BE ADDRESSED THROUGH WELDING AND FABRICATION
TECHNIQUES.
16. ALL FILLET WELDS SHALL BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE. SEE TYPICAL
DETAIL BELOW.
17. ALL WELD REPAIRS TO STRESS RELIEVED COMPONENTS, WHICH OCCUR AFTER STRESS
RELIEVING, SHALL REQUIRE A REPEATING OF THE HEAT TREATMENT. ANY REPEATING OF THE
HEAT TREATMENT SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.
1. ALL FINAL DIMENSIONS SHALL BE MEASURED WITH THE GATE STANDING VERTICAL.
2. THE OVERALL HEIGHT OF ALL MITER GATE LEAFS SHALL NOT VARY FROM THE NOMINAL
DIMENSIONS OR DIFFER FROM MATING GATE LEAF BY MORE THAN
8 INCH.
3. FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF THE GATE LEAF BETWEEN END PLATES
SHALL NOT VARY BY MORE THAN
16 INCH FROM THE DIMENSIONS SHOWN ON THE DRAWINGS.
4. TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED BETWEEN THE
HORIZONTAL GIRDERS AND BETWEEN THE VERTICAL GIRDERS SHALL NOT VARY BY MORE
THAN
16 INCH FROM THAT CALCULATED WITH DIMENSIONS SHOWN ON THE DRAWINGS.
5. THE VERTICAL BEAMS AND VERTICAL GIRDERS SHALL BE STRAIGHT FROM TOP TO BOTTOM
WITH NO POINT MORE THAN
2 INCH OUT OF LINE IN THE DIRECTIONS BOTH NORMAL TO AND
IN THE PLANE OF THE END PLATE.
6. THE SURFACES OF FRAMING ELEMENTS TO WHICH THE SKIN PLATE IS TO BE BOLTED SHALL NOT
VARY FORM A TRUE PLANE BY MORE THAN
16 INCH.
7. CONTACT FACES OF MITER AND QUOIN BLOCKS SHALL BE MILLED AT SPLICES TO ASSURE WATER
TIGHT JOINTS.
1. 100% OF THE WELDS SHALL BE VISUALLY INSPECTED AND APPROVED BY THE CONTRACTING
OFFICER PRIOR TO PRIMING.
2. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL BE PROPOSED BY
THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. ALL TESTS SHALL BE PERFORMED IN
THE FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOB SITE.
3. MAGNETIC PARTICLE:
-50% OF EACH FILLET WELD ATTACHING INTERCOSTALS TO SKIN PLATE.
-100% OF TOP GIRDER U.S. BENT FLANGE EXTERIOR SURFACE AFTER BENDING.
4. ULTRASONIC TESTING:
-100% OF EACH CJP WELD ATTACHING THREADED COUPLERS TO DIAGONAL THREADED BARS.
-100% OF EACH CJP WELD ATTACHING TOP GIRDER FLANGES TO WEB.
-100% OF EACH CJP WELD ATTACHING BOTTOM GIRDER FLANGES TO WEB.
-100% OF EACH CJP WELD ATTACHING VERTICAL GIRDER FLANGES TO WEBS.
-100% OF EACH CJP WELD ATTACHING ALL COMPONENTS OF STRUT HOOD.
-100% OF EACH CJP WELD ATTACHING MITER/QUOIN POST FLANGES TO MITER/QUOIN POST WEBS.
-100% OF EACH CJP WELD ATTACHING STIFFENERS TO THE TOP GIRDER, BOTTOM GIRDER,
VERTICAL GIRDERS, QUOIN GIRDER, AND MITER GIRDER.
- THE GATE LIFTING ASSEMBLY (SEE PLANS FOR SPECIFIC LOCATIONS), GUDGEON HOOD, UPPER
AND LOWER ANCHORAGE PIN PLATES, GUDGEON PIN, ANCHORAGE BARS, STRUT HOOD PIN
PLATES, STRUT HOOD PIN, AND THE BOTTOM GIRDER WEB/PINTLE SOCKET ATTACHMENT PLATE
SHALL BE ULTRASONICALLY TESTED ACCORDING TO ASTM A435/A435M, WITH APPLICATION OF
SUPPLEMENTARY REQUIREMENT 1 (100 PERCENT). ANY DISCONTINUITY CAUSING A TOTAL LOSS
OF BACK REFLECTION WILL RESULT IN REJECTION OF THE PART. UT ALL WELDS TO CODE AND
RECORD INDICATIONS.
- PINTLE SOCKET, PINTLE BASE, PINTLE AND PINTLE BUSHING SHALL BE TESTED WITH STRAIGHT
BEAM UT ACCORDING TO ASTM A609, LEVEL 3.
5. VISUALLY INSPECTED:
- ALL OTHER WELDS NOT OTHERWISE MENTIONED AND APPROVED BY THE CONTRACTING
OFFICER.
- SEE ADDITIONAL NDT LOCATIONS SHOWN ON THE DRAWINGS.
MITER GATE WELDING NOTES
TESTING
DIMENSIONAL TOLERANCES
1. TOP GIRDER
2. GUDGEON HOOD
3. LIFTING ASSEMBLY
4. ANCHORAGE ASSEMBLY
FRACTURE CRITICAL MEMBERS
US = UPSTREAM
DS = DOWNSTREAM
TYP = TYPICAL
PL = PLATE
Ø = DIAMETER
DIA = DIAMETER
FCM = FRACTURE CRITICAL MEMBER
ABBREVIATIONS
1. TOP GIRDER
2. GUDGEON HOOD
3. STRUT HOOD
4. LIFTING ASSEMBLY
STESS RELIEVED COMPONENTS
S-100
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
I S
O M
E T
R
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ISOMETRIC
A3
S530
GUDGEON HOOD (FCM)
BEARING BLOCK
QUOIN GIRDER
DIAGONALS
BOTTOM GIRDER
VERTICAL GIRDER
VERTICAL BEAM
BUMPER
MITER GIRDER
MITER GUIDE
BEARING BLOCK
TOP GIRDER (FCM)
LIFTING ASSEMBLY (FCM)
STRUT HOOD
NOTE: WALKWAY NOT SHOWN FOR CLARITY
TIE DOWN PADEYE
NAME AND WEIGHT PLATE
S-101
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
I S
O M
E T
R
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ISOMETRIC
SEE SHEET S-552 FOR
FENDER DETAILS
A3
S535
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS (FCM)
A3
S575
A3
S570
A3
S580
GUDGEON HOOD (FCM)
STRUT HOOD
LIFTING ASSEMBLY
NOTE: WALKWAY NOT SHOWN FOR CLARITY
QUOIN SEAL
PINTLE ASSEMBLY
SKIN PLATE
TIE DOWN PADEYE
BOTTOM GIRDER
MITER GUIDE
MITER GIRDER
SECTION A-A
SCALE 1/32
SECTION B-B
SCALE 1/32
SECTION C-C
SCALE 1/32
A3
S-306
A3
S-306
A1
S-306
A1
S-306
A1
S-210
A1
S-210
Sheet
ID
S-102
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
P L
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
PLAN
S-201
A1
S-202
A1
S-205
C1
S-205
A1
A3
S580
A3
S575
A3
S570
SEE SHEET S-552
FOR FENDER DETAILS
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS
NOTE: WALKWAY NOT SHOWN FOR CLARITY
DOWNSTREAM
UPSTREAM
MITER
QUOIN
S-103
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
C O
N T
R O
L
D
I M
E N
S I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
PLAN
DIMENSION 35-FT. LEAF
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
64'-10
"3
" WITH
" OF SHIMS - EACH BEARING
1'-6
"1
17'-0"1
" - PINS
63'-8
"3
C MITER GIRDER
L
C QUOIN GIRDER
L
L
C PIN
C PIN
L
C
P
I N
T L E
L
BOTTOM OF UPPER
PIN PLATE
TOP OF LOWER
PIN PLATE
R
D E
R
W
E B
L
C QUOIN GIRDER
L
C MITER GIRDER
L
C GIRDER WEB
OUTSIDE EDGE OF
DS FLANGE PLATE
WP ON BEARING
BLOCK
WP ON BEARING BLOCK
L
C PIN
NOTE:
WP IS TO BE MARKED
WITH A CENTER PUNCH
PLACE MARK ON C/L OF
EACH GIRDER WEB
BOTTOM GIRDER WEB
J
Q
S
R
C
G
O
P
H
A
D
K
L
B
I
AFTER EACH LEAF IS FULLY ASSEMBLED,
FABRICATOR SHALL RECORD THE ACTUAL
MEASUREMENTS IN THE CHART AND SUBMIT
PRIOR TO PAINTING
TOP OF LOWER PIN PLATE
BOTTOM OF UPPER
PIN PLATE
N
NOTE: WALKWAY NOT SHOWN FOR CLARITY
1'-4
"1
61'-6"3
61'-6"3
"1
1 5
WP
WP
WP
WP
M
C PINTLE
L
FACE OF BEARING PLATE
OUTSIDE EDGE OF
BEARING PLATE
32" OUT OF PLUMB TOLERANCE FROM
ACTUAL LOCATION OF C/L PINTLE BUSHING
C PINTLE
L
C PINTLE
S-105
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
I S
O M
E T
R
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ISOMETRIC
A3
S536
GUDGEON HOOD (FCM)
STRUT HOOD
LIFTING ASSEMBLY (FCM)
BEARING BLOCKMITER GUIDE
MITER GIRDER
VERTICAL BEAM
BUMPER
VERTICAL GIRDER
BOTTOM GIRDER
DIAGONALS
NOTE: WALKWAY NOT SHOWN FOR CLARITY
TOP GIRDER (FCM)
TIE DOWN PADEYE
S-106
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
I S
O M
E T
R
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ISOMETRIC
A3
S570
A3
S575
A3
S580
A3
S535
SEE SHEET S-552 FOR
FENDER DETAILS
STRUT HOOD
LIFTING ASSEMBLY (FCM)
NOTE: WALKWAY NOT SHOWN FOR CLARITY
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS (FCM)
GUDGEON HOOD (FCM)
QUOIN SEAL
SKIN PLATE
PINTLE ASSEMBLY
TIE DOWN PADEYE
BOTTOM GIRDER
MITER GUIDE
MITER GIRDER
SCALE 1 / 32
SECTION B-B
SCALE 1 / 32
SECTION C-C
SCALE 1 / 32
SECTION D-D
SCALE 1 / 32
A3
S-307
A3
S-307
A1
S-307
A1
S-307
A1
S-211
A1
S-211
A1
S-207
S-107
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
P L
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
PLAN
S-203
A1
S-206
A1
S-204
A1
S-206
C1
SEE SHEET S-552 FOR
FENDER DETAILS
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS
A3
S575
A3
S570
NOTE: WALKWAY NOT SHOWN FOR CLARITY
DOWNSTREAM
UPSTREAM
MITER
QUOIN
A3
S580
S-108
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
C O
N T
R O
L
D
I M
E N
S I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
PLAN
DIMENSION 20-FT. LEAF
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
64'-10
"3
" WITH
" OF SHIMS - EACH BEARING
1'-6
"1
17'-0"1
" - PINS
63'-8
"3
BOTTOM GIRDER WEB
WP ON BEARING FORGING
BOTTOM OF UPPER
PIN PLATE
C QUOIN GIRDER
L
C PIN
L
C PIN
L
C PIN
L
C MITER GIRDER
L
C GIRDER WEB
L
C MITER GIRDER
L
L
C QUOIN GIRDER
C
P
I N
T L E
L
NOTE:
WP IS TO BE MARKED
WITH A CENTER PUNCH
PLACE MARK ON C/L OF
EACH GIRDER WEB
OUTSIDE EDGE OF
DS FLANGE PLATE
WP ON BEARING
FORGING
B
D
G
C
A
H
P
K
L
O
J
R
S
Q
I
AFTER EACH LEAF IS FULLY ASSEMBLED,
FABRICATOR SHALL RECORD THE ACTUAL
MEASUREMENTS IN THE CHART AND SUBMIT
PRIOR TO PAINTING
N
TOP OF LOWER PIN PLATE
BOTTOM OF UPPER
PIN PLATE
NOTE: WALKWAY NOT SHOWN FOR CLARITY
1'-4
"1
FACE OF BEARING PLATE
L
C PINTLE
OUTSIDE EDGE OF
BEARING PLATE
"1
" 61'-6"3
C PINTLE
L
TOP OF LOWER
PIN PLATE
61'-6"3
C PINTLE
L
M
32" OUT OF PLUMB TOLERANCE FROM
ACTUAL LOCATION OF C/L PINTLE BUSHING
2"3
6"
WP
S-109
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T
S
T
A
T
I D
E
P L
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
PLAN - MITER POSTS AT MITER
A3
PLAN - MITER GUIDES
SCALE : 3/4"=1'-0"
0 1' 2' 3'
SCALE : 3/4"=1'-0"
0 1' 2' 3'
SEE SHEET: S-530 FOR 35FT GATE
S-531 FOR 20FT GATE
SEE SHEET S-585
S-596-C1
S-595-C1
S-201
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
MITER GUIDE
SEE SHEET S-596
TOP DIAGONAL
ASSEMBLY (TYP)
SEE SHEET S-565
VERTICAL BEAM
UPPER BRACKET
SEE SHEET S-546
LIFTING ASSEMBLY
SEE SHEET S-580
STRUT HOOD
SEE SHEET S-575
TOP GIRDER
SEE SHEET S-500
GUDGEON HOOD
SEE SHEET S-570
MITER GIRDER
SEE SHEET S-535
QUOIN GIRDER
SEE SHEET S-530
C VERTCAL
GIRDER
L
L
C QUOIN
GIRDER
L
C MITER
GIRDER
L
C TOP
GIRDER
L
C BOTTOM
GIRDER
VERTICAL BEAM
LOWER BRACKET
SEE SHEET S-548
BOTTOM GIRDER
SEE SHEET S-510
VERTICAL BEAM
SEE SHEET S-542
DIAGONAL ASSEMBLY
SEE SHEET S-560
S-202
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
A1
S500
A1
S510
S-552-A1
S-540-A1
C TOP GIRDER
L
C BOTTOM
GIRDER
L
LIFTING ASSEMBLY
SEE SHEET S-580
GUDGEON HOOD
SEE SHEET S-570
STRUT HOOD
SEE SHEET S-575
MITER GIRDER
SEE SHEET S-535
QUOIN GIRDER
SEE SHEET S-530
S-552-A3
S-730-B5
S-203
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
TOP DIAGONAL
ASSEMBLY (TYP)
SEE SHEET S-565
VERTICAL BEAM
UPPER BRACKET
SEE SHEET S-546
LIFTING ASSEMBLY
SEE SHEET S-580
STRUT HOOD
SEE SHEET S-575
GUDGEON HOOD
SEE SHEET S-570
TOP GIRDER
SEE SHEET S-500
VERTICAL BEAM (TYP.)
SEE SHEET S-544
VERTICAL BEAM
LOWER BRACKET
SEE SHEET S-548
BOTTOM GIRDER
SEE SHEET S-510
MITER POST
SEE SHEET S-536
QUOIN POST
SEE SHEE S-563
MITER
QUOIN
C VERTICAL
GIRDER
L
MITER GUIDE
SEE SHEET S-596
PINTLE ASSEMBLY
SEE SHEET S-520
DIAGONAL ASSEMBLY
SEE SHEET S-560
C QUOIN
GIRDER
L
C MITER
GIRDER
L
C TOP
GIRDER
L
C BOTTOM
GIRDER
L
S-204
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
A1
S500
A1
S510
S-541-A1
S-552-A1
LIFTING ASSEMBLY
SEE SHEET S-580
STRUT HOOD
SEE SHEET S-575
GUDGEON HOOD
SEE SHEET S-570
L
C BOTTOM
GIRDER
C TOP
GIRDER
L
S-552-A3 S-730-B5
S-205
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION - MITER
C1
ELEVATION - QUOIN
L
C TOP GIRDER
C BOTTOM GIRDER
L
C BOTTOM GIRDER
C TOP GIRDER
L
L
SCALE: NO SCALE
SCALE: NO SCALE
S-206
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION - QUOIN
C1
ELEVATION - MITER
SCALE : 3/4"=1'-0"
0 1' 2' 3'
SCALE : 3/4"=1'-0"
0 1' 2' 3'
C BOTTOM GIRDER
L
C TOP GIRDER
L
C BOTTOM GIRDER
L
L
C TOP GIRDER
B
B
Sheet
ID
S-207
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
E A
N
E
A
S S
E M
B L Y
D E
T A
I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
DETAIL - 35 FT GATE
C1
DETAIL - 20 FT GATE
S-524-A3
S-524-A4
S-523-C5
S-523-A4
S-523-A3
S-523-A5
S-526-A1
S-525-A3
S-525-C4
S-526-A3
S-525-A4
S-526-C3
S-523-C4
S-523-C3
S-523-A1
S-521-A1
A1
S520
A1
S520
S-524-A5
S-525-A1
S-523-C4
S-526-C3
S-523-C5
S-523-A3
S-523-A4
S-523-A5
S-526-A1
S-523-C3
S-521-A1
S-523-A1
S-525-A3
S-525-C4
S-526-A3
S-525-A4
SECTION B-B
A3
S-306
A3
S-306
A1
S-306
A1
S-306
A1
S-210
A1
S-210
Sheet
ID
S-210
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
A3
S580
A3
S575
A3
S570
SEE SHEET S-552
FOR FENDER DETAILS
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS
NOTE: ONLY SKIN PLATE AND INTERCOSTALS SHOWN FOR CLARITY
MITER
QUOIN
S-554-A1
S-554-A3
S-554-C1
S-554-C3
S-554-C3
1'-2"
4'-11
5'-7
4'-5
5'-1
" (TYP)
5/16
TYP
1'-2"
4'-11
5'-7
NOTE: DIMENSIONS TO CL OF INTERCOSTALS
S-558-A2
S-558-A1
S-558-A3
A3
S-307
A1
S-307
A1
S-307
A1
S-211
A1
S-211
Sheet
ID
S-211
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
P L
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
SEE SHEET S-552 FOR
FENDER DETAILS
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS
A3
S575
A3
S570
MITER
QUOIN
A3
S580
S-554-A1
S-554-A3
S-554-C1
1'-2"
4'-11
5'-7
" (TYP)
4'-5
5'-1
5/16
TYP
1'-2"
4'-11
5'-7
NOTE: DIMENSIONS TO CL OF INTERCOSTALS
NOTE: ONLY SKIN PLATE AND INTERCOSTALS SHOWN FOR CLARITY
S-559-A3
S-559-A2
S-559-A1
S-212
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T
S
T
E L E
V A
T I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION - MITER
C1
ELEVATION - QUOIN
SCALE: NO SCALE
SCALE: NO SCALE
S-586-A3
S
P
S-586-A4
S
P A
C E
S-586-C4
S-586-A1
S-587-A2
S-587-A1
A
C E
S-587-A3
S-586-C4
S-586-A1
S-587-A4
S-586-A4
S-586-A3
S
P
S
P
S
P
B
B
Sheet
ID
S-301
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
S E
C T
I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
SECTION
A3
SECTION - TOP GIRDER
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
S-546-A3
S-548-A3
S-550-C1
S-510-A1
S
P A
S-552-A1
S-501-A1
S-502-A1
S-501-C1
S-552-C1
C TOP GIRDER
L
C BOTTOM GIRDER
SCALE: NO SCALE
SCALE 1 / 8
SECTION D-D
SCALE 1 / 8
B B
D D
Sheet
ID
S-302
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
S E
C T
I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
SECTION - MITER GIRDER
A3
SECTION - QUOIN GIRDER
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
S-538-C2
S-538-A1
S-539-A1
S-538-A3
S-538-A4
S-538-C3
S-539-C1
S-534-D2
S-534-A2
S-534-A1
S-533-A2
S-533-A1
S-533-A3
S-533-A3
S-533-A5
SCALE 1 / 24
SECTION C-C
SCALE 1 / 8
A
A
C
C
Sheet
ID
S-304
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
S E
C T
I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
SECTION
A3
SECTION - TOP GIRDER
SCALE : 3/4"=1'-0"
0 1' 2' 3' 0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
S-510-A1
S-502-A1
S-501-C1
S-501-A1
S-552-A1
C TOP GIRDER
L
C BOTTOM GIRDER
L
CJP
UT 100%
CJP
UT 100%
CJP
UT 100%
TYP STIFFENERS
CJP, UT 100%
TYP STIFFENERS
CJP, UT 100%
CJP
UT 100%
CJP
UT 100%
SECTION E-E
SCALE 1/8
SECTION F-F
SCALE 1/8
E E
F F
Sheet
ID
S-305
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
S E
C T
I O
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
SECTION - MITER GIRDER
A3
SECTION - QUOIN GIRDER
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
S-534-D2
S-534-A2
S-534-A1
S-532-A2
S-532-A3
S-532-A4
S-532-A5
S-537-A5
S-539-A2
S-537-A4
S-537-A3
S-537-C3
S-537-A4
S-537-A3
S-537-C3
S-532-A1
SECTION C-C
A3
S-306
A3
S-306
A1
S-306
A1
S-306
A1
S-210
A1
S-210
Sheet
ID
S-306
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
A3
ELEVATION
A3
S580
A3
S575
A3
S570
SEE SHEET S-552
FOR FENDER DETAILS
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS
NOTE: ONLY VERTICAL GIRDER SHOWN FOR CLARITY
DOWNSTREAM
UPSTREAM
DOWNSTREAM UPSTREAM
CJP
TYP STIFFENERS
CJP, UT 100%
CJP
TYP STIFFENERS
CJP, UT 100%
NOTE: ONLY VERTICAL GIRDER SHOWN FOR CLARITY
A3
S-307
A1
S-307
A1
S-307
A1
S-211
A1
S-211
Sheet
ID
S-307
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
F
T
M
I T
T
E
E L E
V A
T I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
ELEVATION
A3
ELEVATION
SEE SHEET S-552 FOR
FENDER DETAILS
SEE SHEET S-500-A1 FOR
TOP GIRDER DETAILS
A3
S575
A3
S570
A3
S580
S-550-C3
S-551-A1
S-551-C1
UPSTREAM
DOWNSTREAM
UPSTREAM
DOWNSTREAM
CJP
UT 100%
TYP STIFFENERS
CJP, UT 100%
TYP STIFFENERS
CJP, UT 100%
CJP
UT 100%
S-500
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
DETAIL
C1
DETAIL
S-503-A1
S-504-A1
S-501-C1
S-501-C1
S-502-A1
S-503-A3
S-504-A1
S-504-A3
S-504-C3
S-504-C1
S-506-C4
S-506-A3
S-508-C1
S-508-A3
S-506-A1
S-507-A1 S-506-A3
S-506-A2
S-508-A3
S-508-A1
S-506-C3 S-506-A4
S-506-C2
S-506-C2
S-501-A1
S-506-C5
S-507-A5
S-501-A1
S-501-A1
S-507-D1
S-507-D1
S-507-D1
S-507-D1
S-507-A3
S-507-C1
S-505-C3
S-505-A3
S-505-C1
S-509-A4
S-509-A4
S-506-C1 S-507-A5
S-506-C1
S-507-A5
S-506-C1
S-507-A4
S-507-A4
CJP
CJP
CJP
CJP
CJP, UT 100%
TYP
TYP
CJP, UT 100%
CJP
UT 100%
CJP UT 100%
TYP
CJP, UT 100%
TYP
CJP
UT 100%
CJP, UT 100%
TYP STIFFENERS
FRACTURE CRITICAL MEMBER
FRACTURE CRITICAL MEMBER
DETAIL C
B
C
Sheet
ID
S-501
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-501-A1
C1
S-501-C1
R14'-6"
R14'-6"
63'-11
62'-8
1'-7
" 8'-10
3'-4" 5'-4" 3'-4"
37'-4
" 1'-7
"7
"7
10'-1"
1.25 X 63° Chamfer
10'-1"
1.25 X 63° Chamfer
12'-7
" 8'-8
" 28'-9
" 12'-7
5"
" 7
MAT: ASTM A709 GR.50 F2
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
MAT: ASTM A709 GR.50 F2
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
11'-2
6"
4'-7
6"
4'-7
6"
4'-7
6"
4'-7
6" 6" 6" 6" 6"
4'-7
" 4'-7
" 4'-7
" 4'-7
1'-1" 5 SP. 18'-0" 5 SP.
@ 6"
@ 6"
8 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
1'-6"
8"
2 SP.
TYP
DETAIL C
(TYP OPP)
DETAIL B
(TYP OPP)
C
B
Sheet
ID
S-502
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-502-A1
B1
DETAIL
B3
DETAIL
B4
DETAIL
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
1" PL.
MAT: ASTM A709 GR.50 F2
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP. HAND)
44'-5
1'-4"2'-2" 2'-2"
8 SP. @ 5
3 SP. @ 6"
3"
" 8
5" 6" 6"
4"
5 SP. @ 6"
4"
3 SP. @ 6"
" 4
3 SP. @ 6"
5 SP. @ 3"
1'-4
2'-2"
1'-2
1'-6" B.C.
12 HOLES
EQ. SPACED
1'-4
2'-2"2'-2"
S
P
S
P
3"
3 SP. @ 6"
3'-8"8 SP. @ 5
1'-4
2'-2"2'-2"
3"
3 SP. @ 6"
3'-0
"7 SP. @ 5
3"
3 SP. @ 6"
3'-8"8 SP. @ 5
2'-8
1'-3"
1'-4
"3'-0
"1'-3
4"
3 SP. @ 6"
"7
3 SP. @ 6"
2'-8
1'-3"
3"1'-6"
3'-8"8 SP. @ 5
3"
3 SP. @ 6"
3'-8"8 SP. @ 5
1'-4
2'-2"2'-2"
4 SP.
@ 3"
1'-4
2'-2"2'-2"
1'-4
2'-2"2'-2"
1'-4
2'-2"2'-2"
3"
TYP
TYP
R4'-6
R5'-1
S
P
A
D
I U
S
4'-2
3"
TYP
TYP
3"
TYP
TYP
14'-6
" 1'-10
R1
R14'-6"
" 3
R1
TYP
SCALE: NO SCALE
SCALE: NO SCALE
SCALE: NO SCALE
MATCH
LINE
MATCH
LINE
B1 B3
B3 B4
29'-11
MATCH
LINE
MATCH
LINE
MATCH
LINE
MATCH
LINE
QUOIN
END
MITER
END
QUOIN
END
MITER
END
S-503
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-503-A1 - QUOIN END
A3
S-503-A3 - MITER END
2'1'0
SCALE : 1"=1'-0"
2'1'0
SCALE : 1"=1'-0"
MAT: ASTM A709 GR.50 F2
QTY: 4
3"
1'-5
"1'-5
6"
1'-4
3'-7
3"
2'-9
"7
6"
6"
6"
6"
1'-2
6"6"
9'-0
R1
R14'-6"
1'-5
3"
1'-5" 6"
4'-4
2'-6"
1'-2
6" 6"
9'-0
1'-8
" 1'-4
" 6
" 8
2'-6"
R14'-6"
R1
R1
R1
R1
R1
MAT: ASTM A709 GR.50 F2
QTY: 4
CENTERLINE ALIGNMENT
CHAMFER PER AWS D1.5
CENTERLINE ALIGNMENT
CHAMFER PER AWS D1.5
AREA WHERE GUDGEON
HOOD BOLTS TO TOP
GIRDER SHALL BE PAINTED
WITH SLIP CRITICAL PRIMER.
3 THRU
(5) PLACES
3 THRU
(7) PLACES
S-504
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-504-A1
C1
S-504-C1
A3
S-504-A3
C3
S-504-C3
0 3" 6" 9" 12"
SCALE : 3"=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"
R14'-8
2"
R7
R1
R2"
3'-
1" PL.
3'-1
R1
R1
R1
TYP
R
R
1'-7"
2'-1"
4'-5"
R1
R1
1" PL
1" PL.
MAT: ASTM A709 GR.50
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
MAT: ASTM A709 GR.50
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
MAT: ASTM A709 GR.50
QTY: 4
(LOWER GATE 2, 1 OPP HAND)
MAT: ASTM A709 GR.50
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
8 SPA. @ 6" = 4'-0"
3"8"8"
1'-3
4" 4" 4" 5" 6"
3'-0
" X 45° CHAMFER
THRU
(18) PLACES
S-505
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
C1
S-505-C1
A3
S-505-A3
C3
S-505-C3
0 3" 6" 9" 12"
SCALE : 3"=1'-0"
0 3" 6" 9" 12"
SCALE : 3"=1'-0"
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
MAT: ASTM A709 GR.50
QTY: 4
3'-0
1'-5
1'-7
1'-9
R2"
R1
R7
3"
R14'-8
1" PL.
3'-1"
3'-1
R1
TYP
6"5"
1'-0"3 SP. @ 4" =
R1
TYP
1" PL.
3'-0
" X 45° CHAMFER
THRU
(18) PLACES
S-506
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-506-A1
C1
S-506-C1
A2
S-506-A2
A3
S-506-A3
A4
S-506-A4
A5
S-506-A5
C5
S-506-C5
C4
S-506-C4
C3
S-506-C3
C2
S-506-C2
2'1'0
SCALE : 1"=1'-0"
2'1'0
SCALE : 1"=1'-0"
2'1'0
SCALE : 1"=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"
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"
6"
6"
5"
5"
R1
R1
5"
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
2" PL.
2" PL.
2" PL.
1" PL.
2" PL.
2" PL.
TYP
R1"
R1"
R1"
R1"
TYP
MAT: ASTM A709 GR.50
QTY: 12
(UPPER GATE 6, 3 EACH LEAF)
(LOWER GATE 6, 3 EACH LEAF)
QTY: 40
(UPPER GATE 20, 10 EACH LEAF)
(LOWER GATE 20, 10 EACH LEAF)
(UPPER GATE 2, 1 EACH LEAF)
(LOWER GATE 2, 1 EACH LEAF)
QTY: 12
1"
1"
S-507
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-507-A1
C1
S-507-C1
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
D1
S-507-D1
A3
S-507-A3
A4
S-507-A4
A5
S-507-A5
R4'-4
THRU
X 82°
(16) PLACES
2" PL.
MAT: ASTM A709 GR.50
QTY: 4
2'-0"6 SP. @ 4" =
2'-5"
TYP
2" PL.
2" PL.
1'-4"4 SP. @ 4" =
1'-9
TYP
3"
5"
TYP
2" PL.
2" PL.
2" PL.
6"
6"
1"R1
R1
TYP
R1
R1
TYP.
MAT: ASTM A709 GR.50
QTY: 4
QTY: 16
(UPPER GATE 8, 4 EACH LEAF)
(LOWER GATE 8, 4 EACH LEAF)
(LOWER GATE 2, 2 EACH LEAF)
QTY: 8
(UPPER GATE 4, 2 EACH LEAF)
(LOWER GATE 4, 2 EACH LEAF)
Y
S-508
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-508-A1
C1
S-508-C1
A3
S-508-A3
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"
1'-10
1'-9
R
R
R
" R
6"
TYP.
1'-10
1'-9
6"
R
R
R
" R
" 5
" 5
" 5
" 7
" 5
" 5
TYP.
1'-5
.4
R1"
R1"
R1"
R1"
8"
6"
R1'
3"
TYP.
MAT: ASTM A572 GR.42
QTY: 4
MAT: ASTM A572 GR.42
MAT: ASTM A668 CLASS D
QTY: 6
(UPPER GATE: 3 - 2 R, 1 L)
(LOWER GATE: 3 - 2 R, 1 L)
TYP FOR ALL SURFACE OF SHEAR KEY
TYP FOR ALL SURFACE OF SHEAR KEY
TYP FOR ALL SURFACES
OF SHEAR KEY
R
" (TYP)
R
" (TYP ALONG EDGES)
R
S-509
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
P
G
I R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-509-A1
0 3" 6" 9" 12"
SCALE : 3"=1'-0"
A4
S-509-A4
0 3" 6" 9" 12"
SCALE : 3"=1'-0"
MAT: ASTM A668 CLASS D
QTY: 2
(UPPER GATE: 1 LEFT ONLY)
(LOWER GATE: 1 LEFT ONLY)
" 5
" 5
1'-5
8"
3"
R1'-0"
6"
R
" (TYP)
R1"
R1"
R1"
R1"
TYP
R3"
R3"
R
R
R
R
R
R
R
R
R
"R
R
R
R
R
R
R
R
R
R
R
TYPICAL OF ALL
SURFACES OF SHEAR KEY
1'-1
R1
R1
R
1'-2
1'-6
MAT: ASTM A36
QTY: PL
16" (4 REQUIRED PER LEAF, 16 TOTAL)
PL
4" (4 REQUIRED PER LEAF, 16 TOTAL)
PL
8" (2 REQUIRED PER LEAF, 8 TOTAL)
PL
2" (4 REQUIRED PER LEAF, 16 TOTAL)
" 3
2"
S-510
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T T
R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
DETAIL
S-513-C2
S-513-C2
S-513-C2
S-513-C1
S-511-C1
S-513-B1
S-511-A1
S-511-D1
S-513-A1S-513-A1
S-513-A1
S-513-C1
S-513-C1
S-513-C1
S-515-C3
S-515-A3
S-514-C5
S-515-C1
S-515-A1
S-514-C3 S-514-C3
S-515-A1
S-515-C1
S-515-C3
S-515-A3
S-514-A3
S-514-A4
S-513-C5
S-513-C1
S-514-A3
S-514-A1
S-513-C4
CJP
UT 100%
CJP, UT 100%
TYP STIFFENERS
CJP
UT 100%
S-512-A4
S-512-A3
S-511
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T T
R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-511-A1
C1
S-511-C1
D1
S-511-D1
61'-11
65'-6
64'-3
62'-6"
64'-9
.75 X 63° Chamfer
2" PL.
4" PL.
2 SP.
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
4'-6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
8 SP. @ 6"
2"
3"
@ 6"
7"
4'-6
" 6
" 4'-6
" 6
" 4'-6
" 6
" 4'-6
7"
4'-6
" 6
" 4'-6
7"
4'-6
" 6
" 4'-6
7"
4'-6
" 6
" 4'-6
" 6
" 4'-6
" 6
S
P A
S
S
P
S
P A
MAT: ASTM A709 GR.50
QTY: 4
3" 6 SP.
@ 6" = 3'-0"
7" 3 SP.
7"
7 SP. @ 6"
7"
7 SP. @ 6"
7"
3 SP.
@ 6"
=3'-6"
@ 6"
=3'-6"
7"
5'-6"11 SP. @ 6" =
7" 3 SP.
@ 6"
7"
7 SP. @ 6"
7"
7 SP. @ 6"
7"
3 SP.
@ 6"
=3'-6"
=3'-6"
7"
5'-6"11 SP. @ 6" =
7" 3 SP.
7"
7 SP. @ 6"
7"
7 SP. @ 6"
3 SP.
7"
=3'-6" =3'-6"@ 6" @ 6"
7"
6 SP @ 6"
= 3'-0"
" 1
" 13
" 1
" 13
" 1
MAT: ASTM A709 GR.50
QTY: 4
A1
S512
1'-1
S
P
S
P
S
P
S
P
S
P A
S
P
S
P
7" 4'-7" 6"
4'-7
6"
4'-7
6" 4'-7" 7" 4'-7" 6" 4'-7" 7" 4'-7" 6" 4'-7" 7" 4'-7" 6"
4'-7
6"
4'-7
6" 4'-11"
1" PL.
S-512
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T T
R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
DETAIL
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
A3
S-512-A3
A4
S-512-A4
0 3" 6" 9" 12"
SCALE : 3"=1'-0"
0 3" 6" 9" 12"
SCALE : 3"=1'-0"
6"1"1'-2"
1'-9"5"5"
R1"
R1"
R1"
R1"
R1"
S
P
S
P
SURFACE SHALL HAVE
A 125 MICRO-INCH FINISH
NOTES:
1. UNLESS OTHERWISE NOTED, ALL HOLES SHOWN SHALL BE
REAMED FOR LC8 FIT WITH 1" DIAMETER BOLTS.
2. SUBMIT DETAIL OF 1" FITTED BOLT DIMENSIONS IN SHOP
DRAWINGS FOR GOVERNMENT APPROVAL.
3. SURFACE WHERE PINTLE AND TRANSFER PLATE BOLT TO
BOTTOM GIRDER SHALL HAVE A 125 MICRO-INCH FINISH.
R1"
4"
TYP
1"
" X 1"
CHAMFER
2"
THRU
TYP
MAT: ASTM A709 GR.50
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
MAT: RUBBER
QTY: 4
(UPPER GATE 2, 1 AS SHOWN)
(LOWER GATE 2, 1 OPP HAND)
S-513
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T T
R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-513-A1
B1
S-513-B1
C1
S-513-C1
C2
S-513-C2
2'1'0
SCALE : 1"=1'-0"
2'1'0
SCALE : 1"=1'-0"
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
C3
S-513-C3
C4
S-513-C4
C5
S-513-C5
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"
8"
R1
R1
R1
R1
63'-6"
14'-5"
1'-8" 10"
4'-3
10"
4'-3
10"
R6"
TYP.
2" PL.
2" PL.
.50 X 63° Chamfer
1" PL.
2 SP
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
9 SP. @ 6"
8 SP. @ 6"
@ 6"
3 SP. @ 6"
7"
7 SP. @ 6" = 3'-6"
7"
7 SP. @ 6" = 3'-6"
7"
3 SP. @ 6" = 1'-6"
THRU
X 82°
(248) PLACES
TYP
2" 6"2" 6"2" 6"
2" PL.
MAT: ASTM A709 GR.50
QTY: 32
(UPPER GATE 16, 8 EACH LEAF)
(LOWER GATE 16, 8 EACH LEAF)
QTY: 44
(UPPER GATE 22, 11 EACH LEAF)
(LOWER GATE 22, 11 EACH LEAF)
QTY: 12
4"
2" PL
5"
3"
4" PL.
10"
2"3"3"
2" PL.
TYP
MAT: ASTM A709 GR.50
QTY: 4
S-514
I L
L I N
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M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T T
R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R O
L A
S
T R
I C
T
R O
L A
N D
I L L I N
O I S
D E
S I G
N E
D
B
Y
D W
N
B
Y
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
S I Z
E
F I
M
E
P L O
T
D
A T
E
C K
D
B
Y
K A
A
C A
D
B T
J
O
W N
A N
S I
D
C
T E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
P R
O J E
D
E
W E
K R
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
C
D
1 2 43 5
A1
S-514-A1
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
A3
S-514-A3
A4
S-514-A4
C4
S-514-C4
C5
S-514-C5
0 3" 6" 9" 12"
SCALE : 3"=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"
C3
S-514-C3
0 6" 1' 2'
SCALE : 1 1/2"=1'-0"
R3"
R3"
R3"
1'-11
2"
" 1
TYP
TYP
2" 4" 8" 3" 3"
1'-10"
1'-6"
TYP
2"
3"
6"
S
P A
TYP
1" PL.
2" PL.
2" PL.
2" PL.
2" 3"
8"
4"
TYP
R1
TYP
1'-2"
" 2
" 2
5"
R1'-10
MAT: ASTM A709 GR.50
QTY: 4
7"
8"
4"
TYP
2" PL.
R1
TYP
MAT: ASTM A709 GR.50
QTY: 8
(UPPER GATE 4, 2 EACH LEAF)
(LOWER GATE 4, 2 EACH LEAF)
MILL TO BEAR AGAINST
PINTLE SOCKET
NOTES:
1. UNLESS OTHERWISE NOTED, ALL HOLES SHOWN SHALL
BE REAMED FOR LC8 FIT WITH 1" DIAMETER BOLTS.
2. SUBMIT DETAIL OF 1" FITTED BOLT DIMENSIONS IN
SHOP DRAWINGS FOR GOVERNMENT APPROVAL.
S-515
I L
L I N
O
V
S
I N
M A
R S
E I L
L E
S
A
A
R V
C
K
M A
R S
E I L
L E
S
I
I C
A
I L
M I T
T
E
R
E P
L A
C E
M E
T T
R
D E
R
D
E T
A I
S
A
R M
Y
C
O R
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