W912EK20R007 Drawings.pdf

PDF 4 MB Posted Aug 6, 2020

Attached to: ILLINOIS RIVER BASIN, BRANDON ROAD AND DRESDEN ISLAND LOCKS, JOLIET, IL AND MORRIS, IL, MITER GATE REPLACEMENT
Solicitation number: W912EK20R0007
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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Written by GovTribe AI · Dec 27, 2023

This solicitation is for the fabrication, testing, painting, prestressing and delivery of new lock chamber miter gate assemblies and spare parts to support operations at the Rock Island District locks. The work includes new miter gate assemblies for the Illinois River Basin locks located in Joliet and Morris, Illinois. Responses are due by July 2020, with award dates to be determined. The solicitation is issued by the U.S. Army Corps of Engineers Rock Island District and includes drawings and specifications for the fabrication of miter gate components.

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File	Type	Posted
W912EK20R0007 - Amendment 0002.pdf	PDF	Sep 2, 2020
W912EK20R0007 - Amendment 0001.pdf	PDF	Aug 27, 2020
W912EK20R0007.pdf	PDF	Aug 6, 2020

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1 2 43 5

ILLINOIS RIVER BASIN

BRANDON ROAD & DRESDEN ISLAND LOCKS

JOLIET, IL & MORRIS, IL

MITER GATE REPLACEMENT

O&M GENERAL

SOLICITATION: W912EK20R0007

CONTRACT:

JULY 2020

APPROVAL RECOMMENDED BY:

DATE

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, GEOTECHNICAL BRANCH

CHIEF, HYDROLOGY & HYDRAULICS BRANCH DATE

CHIEF, DESIGN BRANCH DATE

G-002

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TITLE OF DRAWING TITLE OF DRAWING

G-001 G-002

SHEET

REF. NO.

SHEET

REF. NO.

S-101 S-102 S-103 S-108

COVER SHEET

INDEX OF DRAWINGS

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 S-516

TOP GIRDER DETAILS

BOTTOM GIRDER DETAILS

PINTLE ASSEMBLY DETAILS

PINTLE DETAILS

S-520 S-521 S-522 S-523 S-524 S-525 S-526

S-531 S-532 S-533 S-534

S-536 S-538 S-539

20FT QUOIN GIRDER DETAILS

QUOIN GIRDER DETAILS

20FT QUOIN GIRDER DETAILS

QUOIN GIRDER DETAILS

20FT MITER GIRDER DETAILS

MITER GIRDER DETAILS

20FT VERTICAL FRAME DETAILS

VERTICAL FRAME DETAILS

S-561 S-562 S-563 S-564 S-565 S-566 S-567

S-570 S-571 S-572 S-575 S-576 S-577 S-578

DIAGONAL DETAILS

S-580 S-581 S-582 S-583

S-586 S-587

GUDGEON HOOD DETAILS

STRUT HOOD DETAILS

S-700 S-701 S-702 S-703 S-704 S-705

LIFTING ASSEMBLY DETAILS

LEFT LEAF MITER GIRDER DETAILS

GATE ANCHORAGE

GATE ANCHORAGE DETAILS

LEFT MITER GUIDE DETAILS

RIGHT 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-731 S-735

WALKWAY ISOMETRIC

WALKWAY PLAN

WALKWAY ELEVATION

WALKWAY DETAILS

WALKWAY SECTIONS

S-301 S-302 S-303 S-304 S-305 S-306

20FT SECTIONS

20FT SECTION

S-201 S-202 S-203 S-204 S-205 S-206

20FT UPSTREAM ELEVATION

20FT DOWNSTREAM ELEVATION

20FT QUOIN/MITER ELEVATIONS

GREASE LINE ASSEMBLY DETAIL

20FT SKIN PLATE ELEVATION

LEFT MITER GIRDER ELEVATIONS

GENERAL STRUCTURAL NOTES

20FT MITER GATE UPSTREAM ISOMETRIC

20FT MITER GATE DOWNSTREAM ISOMETRIC

20FT MITER GATE PLAN

20FT MITER GATE CONTROL DIMENSIONS

S-001

WALKWAY DETAILS

WALKWAY HANDRAIL DETAILS

WALKWAY PLAN

FENDER DETAILS

PAD EYE AND TIE-DOWN DETAILS

S-541 S-544 S-545 S-546 S-547 S-548 S-549 S-550 S-551 S-552 S-553 S-554 S-559

S-590 S-591 S-592 S-593 S-594 S-595 S-596 S-597

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 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 UPPER MITER GATE ASSEMBLIES AS NOTED. EACH LEAF SHALL HAVE A WALKWAY

ASSEMBLY, ANCHORAGES, AND A PINTLE.

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-103.

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 F3125 GR. 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. ALL STRUCTURAL BOLTS SHALL BE PLAIN BLACK BOLTS. ALL SEAL BOLTS SHALL BE GALVANIZED.

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 THE SPECIFICATIONS AND SUBMIT TO GOVERNMENT FOR APPROVAL.

23. ALL FAYING SURFACES SHALL BE COATED WITH ZINC-RICH PRIMER PRIOR TO ASSEMBLY.

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 OR OTHER GAPS 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 1 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 3 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 3 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 1 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 3 16 INCH.

1. AWS D1.5 PROVIDES THE BASIS FOR ALL WELD TESTING. SEE SPECIFICATIONS FOR ADDITIONAL

WELD TESTING REQUIREMENTS THAT ARE SUPPLEMENTARY TO AWS D1.5.

2. 100% OF THE WELDS SHALL BE VISUALLY INSPECTED AND APPROVED BY THE CONTRACTING

OFFICER PRIOR TO PRIMING.

3. A DOCUMENTED 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.

MITER GATE WELDING NOTES

WELD 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-101

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A1 UPSTREAM 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

NAME AND WEIGHT PLATE

S-102

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O N

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D R

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, I L

D O

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C O

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C . D

N G

N N

C O

N O

T C

O D

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C R

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1 2 43 5

A1 DOWNSTREAM ISOMETRIC

SEE SHEET S-730 FOR

FENDER DETAILS

STRUT HOOD

LIFTING ASSEMBLY (FCM)

NOTE: WALKWAY NOT SHOWN FOR CLARITY

GUDGEON HOOD (FCM)

QUOIN SEAL

SKIN PLATE

PINTLE ASSEMBLY

TIE DOWN PADEYE

BOTTOM GIRDER

MITER GUIDE

MITER GIRDER

A3 S-575

A3 S-580

A3 S-536

A3 S-570

S-103

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O N

R O

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U .S

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M Y

C O

O F

R S

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N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

S-201 A1

S-203 A1

S-202 A1

S-203 A3

SEE SHEET S-730 FOR

FENDER DETAILS

SEE SHEET S-500-A1 FOR

TOP GIRDER DETAILS

NOTE: WALKWAY NOT SHOWN FOR CLARITY

DOWNSTREAM

UPSTREAM

MITER

QUOIN

NAME AND WEIGHT PLATE

SEE SHEET S-745

A1 S-205

0 2' 4' 6'A1 PLAN

SCALE : 3/8"=1'-0''

A3 S-580 A3

S-575 A3 S-570

S-108

N O

O N

R O

N D

D R

, I L

O R

, I L

C O

O L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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'-1015 16" 3

16" WITH 9 16" OF SHIMS - EACH BEARING

1'-61

8" 1 16"

17'-0" 1

16" - PINS

16" *

1' -4

63'-819 32" 3

16"

BOTTOM GIRDER WEB

WP ON BEARING FORGING

1' -2

BOTTOM OF UPPER

PIN PLATE

C QUOIN GIRDERL

C PINL C PINL

C PINL

C MITER GIRDERL

C GIRDER WEBL

C MITER GIRDERL

LC QUOIN GIRDER

C P

E L

NOTE:

WP IS TO BE MARKED

WITH A CENTER PUNCH

PLACE MARK ON C/L OF

EACH GIRDER WEB

1' -5

OUTSIDE EDGE OF

DS FLANGE PLATE

WP ON BEARING

FORGING

NOTES:

1. AFTER EACH LEAF IS FULLY ASSEMBLED,

FABRICATOR SHALL RECORD THE ACTUAL

MEASUREMENTS IN THE CHART AND SUBMIT

PRIOR TO PAINTING.

2. THE GATE LEAF ASSEMBLY SHALL MEET ALL

CONTROL DIMENSION AND OUT-OF-PLANE

TOLERANCES REQUIRED IN THE

SPECIFICATIONS.

1' -6

TOP OF LOWER PIN PLATE

BOTTOM OF UPPER

PIN PLATE

NOTE: WALKWAY NOT SHOWN FOR CLARITY

1'-413 16" 1

16" *

FACE OF BEARING PLATE

LC PINTLE

OUTSIDE EDGE OF

BEARING PLATE

16" 1

32" 61'-6" 3 16"

C PINTLEL

'-7

'-6

TOP OF LOWER

PIN PLATE

61'-6" 3 16"

'-9

C PINTLEL

'-7

* +/- 1

32" OUT OF PLUMB TOLERANCE FROM

ACTUAL LOCATION OF C/L PINTLE BUSHING

64'-61 2" 3

16" F 64'-61 2" 3 16"

S-201

N O

O N

R O

N D

D R

, I L

O R

, I L

M E

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M Y

C O

O F

R S

R O

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N D

T R

O C

D , I

D W

N B

D B

B Y:

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C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

TOP DIAGONAL

ASSEMBLY (TYP)

SEE SHEET S-565

LIFTING ASSEMBLY

SEE SHEET S-580

STRUT HOOD

SEE SHEET S-575

GUDGEON HOOD

SEE SHEET S-570

TOP GIRDER

SEE SHEET S-500

BOTTOM GIRDER

SEE SHEET S-510

MITER POST

SEE SHEET S-536

QUOIN POST

SEE SHEE S-531

MITER QUOIN

C VERTICAL

GIRDER

MITER GUIDE

SEE SHEET S-596

PINTLE ASSEMBLY

SEE SHEET S-520

DIAGONAL ASSEMBLY

SEE SHEET S-561

C QUOIN

GIRDER

LC MITER

GIRDER

C TOP

GIRDER

C BOTTOM

GIRDER

'-7

A3 S-301

A1 S-303

A3 S-303

A1 S-304

A3 S-304

A1 S-305

A3 S-305

A1 S-306A1

S-301

A1 S-302

A3 S-302

A1 UPSTREAM ELEVATION

SCALE = 3/8"=1'-0''

0 2' 4' 6'

S-202

N O

O N

R O

N D

D R

, I L

O R

, I L

D O

W N

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

S-730-A1

GUDGEON HOOD

SEE SHEET S-570

LC BOTTOM

GIRDER

C TOP

GIRDER

S-730-A3S-730-B5

'-7

A1 S-500

A1 S-510

A1 DOWNSTREAM ELEVATION

S-731-B3S-731-C1 S-731-B1

S-730-C1 S-731-C1

S-730-C1

S-731-C3

S-730-B3

S-730-C3

S-203

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 ELEVATION - QUOIN A3 ELEVATION - MITER

SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'

4' -0

-0

4' -0

3' -1

4' -0

-0

4' -0

C BOTTOM GIRDERL

C TOP GIRDERL

C BOTTOM GIRDERL

LC TOP GIRDER

3' -8

3' -1

3' -8

GENERAL SHEET NOTES

1. WALKWAY NOT SHOWN FOR CLARITY.

S-204

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

S-524-A5

S-523-C4

S-523-C5

S-523-A3 S-523-A4

S-523-A5

S-523-C3

S-521-A1

S-523-A1

S-525-A3

S-525-C4

S-526-A3

S-525-A4

A1 S-520

A3 DETAIL - 20 FT GATE

SCALE : 1/2" = 1'-0''

A1 DETAIL A1

SCALE : 1 1/2"=1'-0''

0 1' 2' 4' 0 1' 2' 4'

C1 DETAIL C1

0 1' 2' 4'

S-205

N O

O N

R O

N D

D R

, I L

O R

, I L

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 ELEVATION

MITER QUOIN

3' -0

-0

3' -0

-0

S-554-A1

S-554-A3

S-554-C1

2' -1

2" 2'

-3

1'-2"

4'-111 2"

5'-73 8"

4" (TYP)77

4'-53 8"

5'-11 4"

5/16 TYP

1'-2"

4'-111 2"

5'-73 8"

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-206

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

4' -4

'-0

3' -7

S-587-A3

S-586-C4

S-586-A1

S-587-A4

S-586-A4

S-586-A3

'-0

-0

2' -0

'-0

-0

'-0

2' -0

'-0

-0

C1 ELEVATION - LEFT MITER GIRDER

SCALE : NO SCALE

S-301

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 SECTION A3 SECTION

SCALE : 3/4"=1'-0" 0 1' 2' 3' 0 6" 1' 2'SCALE : 1 1/2"=1'-0"

S-510-A1

S-552-C1

C TOP GIRDERL

C BOTTOM GIRDERL

3' -1

0" 4'

-0

'-9

C BOTTOM GIRDER

C TOP GIRDER

S-550-C1

S-552-C1

3' -1

0" 4'

-0

'-9

S-547-A1

S-548-A3

3' -0

2' -4

S-302

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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-533-A2

S-533-A3

S-533-A4

S-533-A5

S-538-A5

S-539-A2

S-538-A4

S-538-A3

S-538-C3 S-538-A1

S-538-C2

S-538-A2

1' -2

2' -3

S-533-A1

S-303

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 SECTION

SCALE : 1/2"=1'-0"

A3 SECTION

0 1' 2' 3' 0 1' 2' 3'

S-501-A1

S-551-A1

3' -1

0" 4'

-0

'-9

S-546-A1

S-548-C1

S-501-C1

3' -1

0" 4'

-0

'-9

C BOTTOM GIRDER

C TOP GIRDER

C BOTTOM GIRDER

C TOP GIRDER

2' -4

-1

1' -9

S-304

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

S-549-A1

3' -1

'-9

S-501-C1

4' -0

S-582-A1

S-580-A1

S-551-A1

S-501-C1

S-501-A1

LC TOP GIRDER

LC BOTTOM GIRDER

LC TOP GIRDER

LC BOTTOM GIRDER

3' -1

0" 4'

-0

'-9

2' -4

-1

1' -9

S-305

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

S-548-C1

3' -1

'-9

S-501-C1

4' -0

LC TOP GIRDER

LC BOTTOM GIRDER

LC TOP GIRDER

LC BOTTOM GIRDER

3' -1

0" 4'

-0

'-9

S-552-A1 S-547-A1

S-501-C1

S-548-C1

2' -4

S-306

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

0 1' 2' 3'

C BOTTOM GIRDERL

'-7

-4 " 1

1' -1

-9

LC TOP GIRDER

S-500

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 DETAIL

C1 DETAIL

S-503-A3

S-504-A1

S-501-C1

S-502-A1

S-503-A3

S-504-A1

S-504-A3

S-504-C3

S-504-C1

S-506-C4S-506-A3

S-508-C1

S-508-A3

S-506-A1

S-507-A1S-506-A3

S-506-A2

S-508-A3

S-508-A1

S-506-C3 S-506-A4

S-506-C2 S-506-C2

S-506-C5

S-506-A5

S-501-A1

S-507-D3 S-507-D3 S-507-D3 S-507-D3 S-505-B1

S-507-C1

S-505-C3

S-505-A3

S-505-C1

S-509-A4

S-506-C1 S-507-A5 S-506-C1 S-507-A5 S-506-C1

S-507-A4S-507-A4

CJP

CJP, UT 100%

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

CJP UT 100%

TYP

S-507-D1

S-507-A3

S-507-D1 S-507-D1S-507-D1

B4 S-509

S-505-A1

DETAIL C

S-501

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

R14'-6" R14'-6"

63'-1123 32"

62'-87 16"

1' -3

1' -6

2' -7

1'-71 4" 8'-103

8" 3'-4" 5'-4" 3'-4" 37'-49 16" 1'-71

4"71 2"71

2" 2"

2"10'-1"

1.25 X 63° Chamfer

2"2"

10'-1"21 2"

1.25 X 63° Chamfer

5' -1

12'-79 32" 8'-813

16" 28'-93 8" 12'-79

32"5" 21 2" 71

1' -3

1' -5

1' -6

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 1

11'-227 32" 6" 4'-71

2" 6" 4'-71 2" 6" 4'-71

2" 6" 4'-71 2" 6" 6" 6" 6" 6"4'-71

2" 4'-71 2" 4'-71

2" 4'-71 2"

1'-1" 5 SP. 18'-0" 5 SP.

@ 6" @ 6"

1' -3

16"

16" 8 SP. @ 6" 71

2" 9 SP. @ 6" 71

2" 9 SP @ 6" 71

2" 9 SP. @ 6" 71

4" 1'-6" 113

4" 8" 73

4" 2 SP.

2' -3

1' -3

1' -8

1' -6

1' -4

1' -0

1' -3

1' -4

1' -3

1' -6

1' -8

1' -1

2' -13

2' -2

2' -5

16"

TYP

16" (18 PLACES)

0 2' 4' 6'

0 2' 4' 6'A1 S-501-A1

SCALE : 3/8"=1'-0"

C1 S-501-C1

SCALE : 3/8"-1'-0"

GRIND R3/8" ON OUTSIDE CORNERS OF

FLANGE RADIUS PRIOR TO BENDING.

DETAIL C

(TYP OPP)

DETAIL B

(TYP OPP)

Sheet

S-502

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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: 1

44'-515 16"

-1

4" 2'

-6

5"6" 4"

8" 6"

6" 6"

1' -2

1' -1

1' -5

8" 5'

-2

4' -0

1'-4"2'-2"2'-2"

8 SP. @ 51

2" 927

32" 3 SP. @ 6" 3"

2" 81

2" 5" 6" 6" 51 2"

2"5 SP. @ 6"

2"6"41

2" 6"

8"3 SP. @ 6" 71

4" 43

4" 3 SP. @ 6"31

2" 5 SP. @ 3"

1'-41 2"2'-2"

1'-213 16"

4' -1

1'-6" B.C.

12 HOLES

EQ. SPACED

1'-41 2"2'-2"2'-2"

2' -3

-4

1 4"

3"3 SP. @ 6"927

32"3'-8"8 SP. @ 51

2" =

5' -1

2' -2

1' -4

2' -3

" 415

1'-41 2"2'-2"2'-2"

3" 3 SP. @ 6"

8"3'-03

4"7 SP. @ 51

4" =

3"3 SP. @ 6"927

32"3'-8"8 SP. @ 51

2" =

2'-87 8"1'-3"

1'-41 2"3'-01

2"1'-31 2"

3 SP. @ 6"

4"71

4"3 SP. @ 6"

2'-87 8"1'-3"

2' -3

7" 2'

-3

4" 2'

-3

" 621

2' -3

-3

" 621

" 711

2' -2

1' -1

3"1'-6"927

32"3'-8"8 SP. @ 51

2" =

3"3 SP. @ 6"927

32"3'-8"8 SP. @ 51

2" =

1'-41 2"2'-2"2'-2"

4 SP.

@ 3"

1'-41 2"2'-2"2'-2"

TYP

16"

TYP

R4'-61 4"

R5'-13 4"

2" A

R C

4'-223 32"

16"

TYP

16"

TYP

16"

TYP

14'-611 16"

6' -1

2" 1'-103

R11 2"

R14'-6"

4" 31

R11 2"

TYP

SCALE: NO SCALE SCALE: NO SCALE SCALE: NO SCALE

MATCH

LINE

MATCH

LINE

B1 B3 B3 B4

29'-113 16"

MATCH

LINE MATCH

LINE

MATCH

LINE MATCH

LINE

QUOIN

END

MITER

END

QUOIN

END

MITER

END

1'-17 8"

S-503

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 S-503-A1 - QUOIN END A3 S-503-A3 - MITER END

2'1'0SCALE : 1"=1'-0" 2'1'0SCALE : 1"=1'-0"

MAT: ASTM A709 GR.50 F2

QTY: 1

3"1'-51 2"1'-51

16"6"1'-415 16"3'-77

6" 1'

-7

8" 2'

-0

3"2'-91 4"721

32"6" 51 2" 6" 51

2" 6" 51 2" 6"

116.565°

1'-21 2"6"6"

-3

9'-03 4"

8" 6"

R11 2"

R14'-6"

16"

16" 1

8" 6"

1' -7

6' -6

1'-51 2"3" 1'-5" 6"

4'-41 2" 2'-6"

1'-21 2" 6" 6"

9'-03 4"

1'-81 2" 1'-411

16" 621 32" 811

16" 2'-6"

1' -4

-1 0"

116.565°

R14'-6"

16"

2' -0

R11 2"

2" 2"

MAT: ASTM A709 GR.50 F2

QTY: 1

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.

1' -2

3 THRU

(5) PLACES

3 THRU

(7) PLACES

S-504

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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 6" 1' 2'SCALE : 1 1/2"=1'-0"

R14'-81 2"

R73 4"

R11 2"

R2"

3'-3 32"

3'-6

4 "

101°

1" PL.

1' -3

3'-11 2"

R11 2"

1' -2

R11 2"

TYP

R3 8"R3

1'-7"

2'-1"

4'-5"

1' -3

R11 2"

1" PL

1" PL.

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 2 MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 1

3"8"8" 1'-31 2"

16"

4" 5"

4" 4" 4" 5" 6" 69 16"

3'-03 4"

2" X 45° CHAMFER

16 THRU

(18) PLACES

2" 21

S-505

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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 6" 1' 2'SCALE : 1 1/2"=1'-0"

MAT: ASTM A709 GR.50 F2

QTY: 1

3'-03 32"

3'-6

4 "

101°

1'-55 16"

1'-75 16"

1'-95 16"

4"6"8"

R2" R11 2"

R73 4"

16"

R14'-81 2"

1" PL.

3'-1"

3'-11 2"

1' -3

1' -2

R11 2"

TYP

1' -3

1' -2

5" 4"

2"6"5"1'-0"3 SP. @ 4" =

R11 2"

TYP

1" PL.

3'-03 4"

2" X 45° CHAMFER

16 THRU

(18) PLACES

B1 S-505-B1

SCALE : 3"=1'-0''

A1 S-505-A1

0 3" 6" 9" 12"

0' -2

0' -4

16"

0'-23 4" 1'-4"

1'-91 2"

0'-21 2" 3'-8"

4'-1"

0' -2

0' -4

16"

4" PL

2" PL

MAT: ASTM A709 GR.50 F2

QTY: 4

S-506

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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-C5C4 S-506-C4C3 S-506-C3C2 S-506-C2

2'1'0SCALE : 1"=1'-0"

2'1'0SCALE : 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' -8

5' -1

5' -7

3' -3

3' -6

2' -1

6' -7

3' -4

"4' -8

-1

1' -7

4"2' -0

R11 2"

1' -7

4"2' -1

R11 2"

2" PL.

1" PL.

2" PL.

16"

TYP

16"

R1"

6' -1

16"

TYP

QTY: 3

QTY: 10

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 2

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 1

QTY: 3

MAT: ASTM A709 GR.50 F2

QTY: 1

6" 5"

R11 2"

R11

S-507

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 S-507-A1

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

R4'-43 4"

4° 11.134° 11.134°

11.134°

11.134° 11.134°

4°

16 THRU

2 X 82°

(16) PLACES

2" PL.

MAT: ASTM A709 GR.50 F2

QTY: 1

2" 2'-0"6 SP. @ 4" =

2'-5"

16"

TYP

2" PL.

4" 1'-4"4 SP. @ 4" =

1'-91 2"

16"

TYP

3' -8

16"

TYP

2" PL.

2" 31

6' -8

2"6'

-2

1"R11 2"

5' -1

1' -0

16"

TYP

5' -1

6' -3

6' -8

2"6'

-2

2"R11

16"

TYP.

MAT: ASTM A709 GR.50 F2

QTY: 4

MAT: ASTM A709 GR.50 F2

QTY: 4

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 2

MAT: ASTM A709 GR.50 F2

QTY: 2

1'-0"TYP

6" 6"

D1 S-507-D1

SCALE : 3"=1'-0"

C1 S-507-C1

SCALE : 3" = 1'-0"

A3 S-507-A3

A4 S-507-A4

SCALE: 1 1/2"=1'-0''

A5 S-507-A5

0 3" 6" 9" 12" 0 6" 1' 2' 0 6" 1' 2'

NOTE: TORQUE COUNTERSUNK BOLTS

TO 150 FT-LBS.

MAT: ASTM A709 GR.50 F2

QTY: 4

2" 2'-0"6 SP. @ 4" =

2'-5"

2" PL

16"

TYP

D3 S-507-D3

MAT: ASTM A572 GR. 50

QTY: 4

8" X 45° CHAMFER

3.000 2.999

0 1" 2" 3" 4"D5 S-507-D5

SCALE : 6"=1'-0''

S-508

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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'-107 8"

1'-97 8"

1' -3

16"

TYP.

1'-107 8"

1'-97 8"

1' -3

8" 51

2" 51 2"

2" 51

2" 73 8"

1' -3

16" 51

2" 51 2"

16"

TYP.

1'-53 8"

63.4°

R1"

16" 8"

R1'

16"

TYP.

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A709 GR.50 F2

QTY: 1

MAT: ASTM A668 CLASS D

QTY: RIGHT LEAF 2

LEFT LEAF 1

TYP FOR ALL SURFACE OF SHEAR KEY

125 R1

4" (TYP ALONG EDGES)

R1 4"

Ø3.000"

4" x 45°

CHAMFER

4" x 45°

CHAMFER

4" x 45°

CHAMFER

Ø3.000"

1'-13

3.000"

S-509

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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"

0 3" 6" 9" 12"SCALE : 3"=1'-0"B4 SECTION

MAT: ASTM A668 CLASS D

QTY: 1 MITER CONTACT BLOCK, LEFT LEAF ONLY

1' -3

1' -1

1'-115 16"

R111 16"

R11 16"

1'-215 16"

1'-61 2"

MAT: ASTM A36

QTY: PL 1

16" (4 REQUIRED PER LEAF)

PL 14" (4 REQUIRED PER LEAF)

PL 38" (2 REQUIRED PER LEAF)

PL 12" (4 REQUIRED PER LEAF)

R1'-0"

1' -8

63.4°

R3"

R1 4"

R3"

R1 4"

1'-53 8"

16" 51

2" 51 2"

1'-53 8"

16" 8"

16"311

16" 2"

4" R1"

16 THRU

(7) PLACES

R1 4"

R1"

R1 4"

R1 4" R1

1' -3

R1 4"

3 31

(2) PLACES

16"

4" X 45° CHAMFER

S-508-A3

QUOIN BLOCK

S-508-A1

TOP GIRDER END PLATEQUOIN BLOCK SHIM PACKS

TOP GIRDER

QUOIN END WEB

S-503-A1

S-509-A4

S-507-D5

(1/4)

PJP

TYP FOR QUOIN

SHEAR KEYQUOIN BLOCK SHEAR KEY

S-510

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 DETAIL

C1 DETAIL

S-513-C2 S-513-C2S-513-C2

S-513-C1

S-511-C1

S-513-B1

S-511-A1

S-511-D1

S-513-A1

S-513-C1S-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-514-C5

S-514-A4

S-513-C5

S-513-C1

S-514-A1

S-513-C4

CJP

UT 100%

5/16

TYP STIFFENERS

CJP

UT 100%

CJP

UT 100%

S-512-A4

S-512-A3

S-515-C1 S-515-C3

S-515-A3S-515-A1

S-513-C3

S-514-A3___

CJP

UT 100%

S-516-A1

S-516-C1

S-516-C3

S-516-A3

DOWNSTREAM ELEVATION

PLAN - BOTTOM

PLAN - TOP

UPSTREAM ELEVATION

S-511

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

61'-113 4"

65'-63 32"

64'-317 32"

4' -8

62'-6"

64'-99 16"

.75 X 63° Chamfer

2" PL.

4" PL.

2 SP.

2" 9 SP. @ 6" 71

2" 4'-6" 71

2" 9 SP. @ 6" 71

2" 8 SP. @ 6" 415

16"

3" 8"

5"1' -6

1' -1

1' -3

2"2"

@ 6"

7" 4'-611 16" 621

32" 4'-627 32" 621

32" 4'-611 16" 7" 4'-611

16" 621 32" 4'-611

16" 7" 4'-611 16" 621

32" 4'-611 16" 7" 4'-611

16" 621 32" 4'-627

32" 621 32" 4'-627

32" 621 32"

MAT: ASTM A709 GR.50

QTY: 1

3" 6 SP.

@ 6" = 3'-0"

7" 3 SP.

4" 7 SP. @ 6" 61

3 SP.

@ 6" =3'-6" @ 6"=3'-6"

7" 5'-6"11 SP. @ 6" = 7" 3 SP.

@ 6"

4" 7 SP. @ 6" 61

3 SP.

@ 6"=3'-6" =3'-6"

7" 5'-6"11 SP. @ 6" = 7" 3 SP.

4" 7 SP. @ 6" 61

4" 3 SP.

=3'-6" =3'-6"@ 6" @ 6"

6 SP @ 6"

= 3'-0" 21 4"

16"

16" 19

16" 13 16" 19

16"

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

A1 S512

1' -2

1'-123 32"

4" 7" 4'-7" 6" 4'-71

2" 6" 4'-71 2" 6" 4'-7" 7" 4'-7" 6" 4'-7" 7" 4'-7" 6" 4'-7" 7" 4'-7" 6" 4'-71

2" 6" 4'-71 2" 6" 4'-11"

1" PL.

16 THRU

8 X 82°

(4) PLACES3/4-10 UNC - 2B

A1 S-511-A1

C1 S-511-C1

SCALE : 3/8" = 1'-0''

D1 S-511-D1

S-512

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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"

1' -1

2' -4

2"6"1"1'-2"

1' -3

5°

1'-9"5"5"

2' -1

1' -8

R1"

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.

5" 5"

R1"

1' -4

16"

TYP

2" X 1"

CHAMFER

5" 5"

1' -3

16 THRU

2 1

TYP

MAT: ASTM A709 GR.50

QTY: 1

MAT: RUBBER

QTY: 1

S-513

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 S-513-A1

B1 S-513-B1

C1 S-513-C1 C2 S-513-C2

2'1'0SCALE : 1"=1'-0" 2'1'0SCALE : 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"

4' -8

5' -1

R11 2"

63'-6"

14'-5"

1' -6

1'-8" 10" 4'-31 2" 10" 4'-31

2" 10"

R6"

TYP.

2" PL.

.50 X 63° Chamfer

1" PL. 1'

-0

4" 2 SP

9 SP. @ 6" 71

2" 9 SP. @ 6" 71

2" 8 SP. @ 6"

16"

@ 6"2" 8"

2" 3 SP. @ 6" 7" 61

4" 7 SP. @ 6" = 3'-6" 61

4" 7" 61

4" 7 SP. @ 6" = 3'-6" 61

4" 7" 3 SP. @ 6" = 1'-6"

16 THRU

32 X 82°

(248) PLACES

16 TYP 31

4" 4"

2" 6"2" 6"2" 6"

2" PL.

MAT: ASTM A709 GR.50

QTY: 8

MAT: ASTM A709 GR.50

QTY: 11

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 3

3" 8"

2" PL

16"

4" 91 2"

4" PL.

16"

10"

2"3"3"

2" 3" 7"

2" PL.

16"

TYP

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

S-514

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

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"

5" 211

2' -5

4' -8

R3"

1'-115 16"

2" 3"

8" 3"

1' -1

2"21 4"

2" 4"

1' -6

4" 8" 3" 3"

1'-10"

1'-6"

4' -3

1" PL.

2" PL.

2" 3"

2" 3" 7"

8" 4"

1' -1

2" 6"

1' -1

-3

4' -8

R11 2"

TYP

1'-2"

2" 21

2" 21 2" 5"

R1'-101 2"

2" 5"

2' -4

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 2

4' -8

1' -7

1' -0

2" PL.

R11 2"

TYP

MAT: ASTM A709 GR.50

QTY: 2

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.

R2"

3' -9

Ø1" STANDARD

SHORT SLOTTED HOLE

2' -2

2' -5

1'-65 16"

16 THRU

(4) PLACES

16 THRU

(12) PLACES

16 THRU

(5) PLACES

16 THRU

(4) PLACES

16 THRU

(6) PLACES

16 THRU

(4) PLACES

16 THRU

(5) PLACES

S-515

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

GENERAL SHEET NOTES

1. ALL JACKING BLOCKS SHALL BE MADE OF

ULTRA-HIGH MOLECULAR WEIGHT

POLYETHELENE (UHMW-PE) MATERIAL.

SEE SPECIFICATIONS FOR DETAILS.

2. JACKING TWO BLOCKS SHALL BE ATTACHED

TO THE WEB AND STIFFENER WITH

1" DIAMETER BOLTS, FLAT WASHERS AND NUTS.

A1 S-515-A1

0 6" 1' 2'SCALE : 1 1/2"=1'-0" A3 S-515-A3

C3 S-515-C3C1 S-515-C1

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"

.50 X 45° CHAMFER

1'-63 4"

7" 6"

4"71

4"81 4"

1'-63 4"

2 2

16" TYP

4" 6"

16 THRU

3 2

TYP

10"1'-0"21 2 2

TYP

4" 71

6" 6" 7"

2'-03 4"

4" 1'-0"

.50 X 45° CHAMFER

2 2

TYP

16"

TYP

16 THRU

3 2

TYP

1'-41 4"

4"81 4"

4" 6"

1'-81 8"

4" 6"

.50 X 45° CHAMFER

2 2

16 THRU

3 2

TYP

16"

TYP

32"10"10"

4" 81

32"1'-3"3 SP. @ 5" =

32" 10"

.50 X 45° CHAMFER 1.00 X 45° CHAMFER

2 2

TYP

16 THRU

3 2

TYP

16"

TYP

MAT: UHMW-PE

QTY: 4

(2 AS SHOWN)

(2 OPP HAND)

MAT: UHMW-PE

QTY: 4

(2 AS SHOWN)

(2 OPP HAND)

MAT: UHMW-PE

QTY: 4

(2 AS SHOWN)

(2 OPP HAND)

MAT: UHMW-PE

QTY: 4

(2 AS SHOWN)

(2 OPP HAND)

1.00 x 45° CHAMFER

S-516

N O

O N

R O

N D

D R

, I L

O R

, I L

O M

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

MAT: ASTM A709 GR.50

QTY: 1

3" 3'-9"

4'-3"

2'-6"

2" 3"

2" 3"61

2" 6"

2" 3"

10"

16"

TYP

R11 2"

16"

TYP

16"

TYP

2" PL

4" PL

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

MAT: ASTM A709 GR.50

QTY: 1

C1 S-516-C1

SCALE : 6"=1'-0"

C3 S-516-C3

SCALE : 6"=1'-0"

A3 S-516-A3

SCALE : 6=1'-0"

A1 S-516-A1

0 1" 2" 3" 4" 0 1" 2" 3" 4"

0 1" 2" 3" 4"0 3" 6" 9" 12"

S-520

N O

O N

R O

N D

D R

, I L

O R

, I L

Y D

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 PINTLE ASSEMBLY C1 SECTION

0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"

S-523-A1

S-521-A1

S-524-A1

S-523-C3

NOTE:

PINTLE BALL SHALL BE LAPPED WITH THE BUSHING.

S-521

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 S-521-A1

0 3" 6" 9" 12"SCALE : 3"=1'-0"

R1'-81 2"

R1'-51 2"

1' -7

1' -1

2' -1

S, E

MAT: ASTM A148 GRADE 80-50,

WITH CHARPY TESTING REQUIREMENTS OF

30 FT-LBS AT 40°F

1'-91

R3"

2' -4

1' -2

1' -1

1' -2

16" 43

16"21 2"1"

R1'-101 2"

3/4 - 10 UNC -2B

TYP.

NOTES:

1. UNLESS OTHERWISE NOTED, ALL HOLES SHOWN SHALL BE

REAMED FOR LC8 FIT WITH 1" DIAMETER ASTM A449

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.

4. BOLTS SHALL BE PRETENSIONED ACCORDING TO AISC

WITH NO THREADS INCLUDED IN THE SHEARING OR MATING

PLANE.

5. CASTING SHALL HAVE NDT PERFORMED TO ASTM A609

PROCEDURE A WITH LEVEL 2 ACCEPTANCE CRITERIA.

6. CHARPY SAMPLES CAN BE TAKEN FROM THE STANDARD

KEEL BLOCK.

R1"

1'-411 32"

R1'-0"

R3"

R1"

S-522

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"A4 SECTION

0 3" 6" 9" 12"SCALE : 3"=1'-0"A3 DETAIL

8" 75

1' -1

3' -8

11"

1'-1 2"

2'-55 8"

R1'-101 2"

1'-213 16"

R1"

2'-55 8"

36° 36°

R3"

R11 2"

2'-45 8"

16" 5" 105

16"

R21 2"

R21 2"R21

R3"

R21 2"

R11 2"

36° TYP.

R1 2"

(TYP)

R1"

- 0 .0

1' -4

R1'-0"

16" 63

8" 45 8"

R3"R1"

R1"

3" 3"

4" 3" 1'-11

8" 3"

1"Ø STANDARD

SHORT SLOTTED

HOLES (12 PLACES)

S-523

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 S-523-A1

0 3" 6" 9" 12"SCALE : 3"=1'-0"

C1 S-523-C1

0 3" 6" 9" 12"SCALE : 3"=1'-0" C3 S-523-C3 C4 S-523-C4 C5 S-523-C5

A3 S-523-A3 A4 S-523-A4 A5 S-523-A5

0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

0 1" 2" 3" 4"SCALE : 6"=1'-0"0 1" 2" 3" 4"SCALE : 6"=1'-0"0 1" 2" 3" 4"SCALE : 6"=1'-0"

B4 S-523-B4

0 1" 2" 3" 4"SCALE : 6"=1'-0"

1' -7

4" 3"

.0 in

2" 11

.0 in

21.000 - .003 .000+ in

.0 in

MAT: ASTM A668 CLASS L

(NICKEL 3.0-3.75)

QTY: 1

1/2-14 NPT

1' -2

32"

1/2-14 NPT

32"

4" 27

16"

TYP

R17 32"

1/2-13 UNC - 2A

R13 16"

2 - 11.5 NPT

8 THRU

32"

4" 47

4" 27

16"

TYP

MAT: ASTM A36

MAT: ASTM A53

MAT: ASTM A572

MAT: ASTM A312

QTY: 1

MAT: ASTM B43 DRAWN TEMPERED

RED BRASS PIPE C2300 H58

QTY: 1

3/4-10 UNC - 2A1

16" X 45°

CHAMFER

MAT: ALUMINUM BRONZE GR 642

QTY: 5

2" DIA DRAWN TEMPERED

RED BRASS PIPE

2" DIA X-STRONG

S.S. PIPE

NOTE:

BUTTON HEAD GREASE ZERK CONNECTS TO THE

TOP OF THE PIPE. SEE SPECIFICATIONS. GREASE

ZERK NOT SHOWN FOR CLARITY.

L3X3X1 2"

NOTE:

THIS IS A STANDARD 2" DIA THREADED END CAP WITH A 11

HOLE DRILLED THROUGH THE END TO ALLOW THE 12" DIA S.S.

PIPE TO PASS THROUGH.

HEX HEAD

2" DIA. STEEL U-BOLT

BASE FOR U-BOLT

CL BOLT CIRCLE ON

BOTTOM FACE OF PINTLE

5/8-11 UNC - 2B (6) PLACES

23.000 - .002 .000+ inØ

FOR LAPPED FIT WITH BUSHING

R1 8"

3/4-10 UNC - 2B 11

DETAIL A

DETAIL B

S-524

N O

O N

R O

N D

D R

, I L

O R

, I L

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

D W

N B

D B

B Y:

O N

C . D

N G

N N

C O

N O

T C

O D

2E K2

C R

O N

1 2 43 5

A1 SECTION

0 3" 6" 9" 12"SCALE : 3"=1'-0"

C1 S-524-C1

0 3" 6" 9" 12"SCALE : 3"=1'-0"

A5 S-524-A5

0 3" 6" 9" 12"SCALE : 3"=1'-0"

8" GREASE GROOVES

16" DEEP

60 DEG. CENTERS

32"

GREASE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 6, 2020.