A22 - PLAN_SET_SOL-2023-07-13.pdf

PDF 9 MB Posted Aug 9, 2023

Attached to: Lock and Dam 22 - Tainter Gates Federal contract opportunity
Solicitation number: W912EK23B0009
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation package includes contract drawings and specifications for the fabrication and delivery of new tainter gates for Lock and Dam 22 on the Mississippi River in Missouri. The solicitation seeks bids for the design, fabrication, assembly, painting, and delivery of two new steel tainter gates and appurtenances. Key details include specifications for welded and bolted structural steel components, coating systems, dimensional tolerances, nondestructive testing requirements, and delivery location. The response deadline is July 13, 2023, with award anticipated by August 2023.

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Other files for this federal contract opportunity

Other files attached to Lock and Dam 22 - Tainter Gates, newest first.
File	Type	Posted
B01 - BID SUMMARY SHEET - signed.pdf	PDF	Sep 8, 2023
A22 - W912EK23B0009 - AMEND 0001 With SPEC Changes.pdf	PDF	Sep 5, 2023
A22 - W912EK23B0009 - with Spec.pdf	PDF	Aug 9, 2023

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Sheet

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CHIEF, ENGINEERING & CONSTRUCTION DIVISION

CHIEF, TECHNICAL SERVICES BRANCH

TAINTER GATE REPLACEMENT

SAVERTON, MO.

LOCK AND DAM NO. 22

MISSISSIPPI RIVER BASIN

O&M General

Solicitation: W912EK23B0009

Contract:

JULY 2023

CHIEF, GEOTECHNICAL BRANCH

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.

DATE

APPROVAL RECOMMENDED BY:

CHIEF, DESIGN BRANCH DATE

CHIEF, HYDROLOGY & HYDRAULICS BRANCH DATE

M. Francescon Snapshot

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INDEX OF DRAWINGS

SHEET NO. DWG. NO. TITLE OF DRAWING SHEET NO. DWG. NO. TITLE OF DRAWING

GENERAL STRUCTURAL

1 G-001 COVER SHEET 32 S-514 DIAPHRAGM DETAILS IV

2 G-002 INDEX OF DRAWINGS 33 S-515 DIAPHRAGM DETAILS V

3 G-003 DELIVERY LOCATION PLAN

34 S-520 HORIZONTAL GIRDER DETAILS

STRUCTURAL 35 S-521 TOP GIRDER DETAILS

4 S-001 STRUCTURAL NOTES 36 S-522 HORIZONTAL GIRDER DETAILS II

5 S-002 TAINTER GATE DESIGN DATA I 37 S-523 BOTTOM GIRDER DETAILS

6 S-003 TAINTER GATE DESIGN DATA II

38 S-530 DOWNSTREAM SKIN PLATE DETAILS I

7 S-100 UPSTREAM ISOMETRIC 39 S-531 DOWNSTREAM SKIN PLATE DETAILS II

8 S-101 DOWNSTREAM ISOMETRIC 40 S-532 DOWNSTREAM SKIN PLATE DETAILS III

9 S-102 DOWNSTREAM ISOMETRIC WITH NO DS SKIN PLATE

10 S-103 PLAN 41 S-540 END FRAME ISOMETRIC

11 S-104 BOTTOM PLAN 42 S-541 END FRAME DETAILS I

12 S-105 CONTROL DIMENSIONS I 43 S-542 END FRAME DETAILS II

13 S-106 CONTROL DIMENSIONS II 44 S-543 END FRAME DETAILS III

45 S-544 END FRAME SKIN PLATE DETAILS I

14 S-201 UPSTREAM ELEVATION 46 S-545 END FRAME SKIN PLATE DETAILS II

15 S-202 DOWNSTREAM ELEVATION 47 S-546 END FRAME GATE HEIGHT INDICATOR

16 S-203 END FRAME ELEVATION 48 S-547 END FRAME GATE SLIDE BLOCK

17 S-301 SECTIONS I 49 S-550 TRUNNION YOKE DETAILS

18 S-302 SECTIONS II 50 S-551 TRUNNION BUSHING DETAILS

19 S-303 SECTIONS III 51 S-552 TRUNNION YOKE MISC DETAILS

20 S-304 SECTIONS IV

21 S-305 SECTIONS V 52 S-555 HOIST ATTACHMENT DETAILS

22 S-306 SECTIONS VI 53 S-556 HOIST CHAIN GUIDE

54 S-557 LIFTING ATTACHMENT DETAILS

23 S-501 SKIN PLATE ISOMETRIC 55 S-558 HOIST CHAIN CONNECTION DETAILS I

24 S-502 UPSTREAM SKIN PLATE DETAILS I 56 S-559 HOIST CHAIN CONNECTION DETAILS II

25 S-503 UPSTREAM SKIN PLATE DETAILS II

26 S-504 UPSTREAM SKIN PLATE INTERCOSTAL DETAILS 57 S-560 SEAL ASSEMBLY

27 S-505 UPSTREAM SKIN PLATE MISC. DETAILS 58 S-561 SEAL ASSEMBLY DETAILS

28 S-510 DIAPHRAGM ISOMETRIC

29 S-511 DIAPHRAGM DETAILS I

30 S-512 DIAPHRAGM DETAILS II

31 S-513 DIAPHRAGM DETAILS III

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A1 DELIVERY LOCATION PLAN N

POOL NUMBER 22

MISSISSIPPI RIVER

SAVERTON, MO.,

2 MILES UPSTREAM

DELIVERY LOCATION

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S-001SCALE : NO SCALE

TYP WRAP WELD DETAIL

WRAP WELD AROUND

END OF ALL WELDED

PLATES

1. THE CONTRACTOR SHALL FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE TAINTER GATE ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. THE GATE ASSEMBLY IS COMPRISED OF A SKIN PLATE CONNECTED TO VERTICAL CURVED RIBS, CONNECTING TO TWO HORIZONTAL GIRDERS THAT SPAN BETWEEN THE END FRAMES ON EITHER END, WHICH ARE CONNECTED TO A TRUNNION YOKE EACH. QUANTITIES REFLECT THE TOTAL NUMBER OF PARTS FOR EACH GATE AS NOTED.

2. 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.

3. EACH GATE SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-505.

4. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 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 SKIN PLATE, HORIZONTAL GIRDERS, END FRAME MEMBERS, END DIAPHRAGM AND HORIZONTAL GIRDER PLATES, AND LIFTING EYES. IMPACT TESTING TEMPERATURE ZONE 2 SHALL BE USED WHEN APPLYING REQUIREMENTS IN SECTION 10.2. SAMPLE AND TEST

ACCORDING TO ASTM A673, USE (P) FREQUENCY OF TESTING.

5. UNLESS OTHERWISE NOTED, ALL BOLTS SHALL BE ASTM F3148, 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. ALL ASTM F3148 BOLTS SHALL BE ORIENTED SUCH THAT THE ROUNDED HEAD IS ON THE OUTSIDE, SKIN PLATE SIDE OF THE GATE AND THE SPLINED

END IS ON THE INSIDE.

6. WORKMANSHIP SHALL BE OF THE HIGHEST GRADE IN ACCORDANCE WITH THE BEST MODERN PRACTICES TO

CONFORM TO THE SPECIFICATIONS FOR THE ITEM OF WORK BEING FURNISHED.

7. SURFACE FINISHES SHALL CONFORM TO THE MOST CURRENT ANSI STANDARD B46.1 - CODE FOR "SURFACE

TEXTURE".

8. THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE (AWS D1.5) LATEST EDITION. MACHINING MAY BE REQUIRED TO MEET DIMENSIONAL

REQUIREMENTS.

9. DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND ALLOWANCES MUST BE MADE FOR

MACHINING, SHRINKAGE AND DISTORTIONS DUE TO WELDING.

10. 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.

11. ALL EXPOSED STRUCTURAL STEEL, OF THE GATE AND APPURTANCES, EXCEPT MACHINED SURFACES AND CORROSION RESISTANT SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICAITONS. MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN THE SPECIFICATIONS. ALL WELDS SHALL BE CLEANED

AND INSPECTED PRIOR TO PAINTING.

12. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO OBTAIN FINAL DIMENSIONS.

13. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER THAN 125 MICRO INCHES.

14. ALL DRAIN HOLES SHALL BE FOUR (4) INCHES IN DIAMETER AND GROUND SMOOTH UNLESS OTHERWISE

SHOWN.

15. ALL WASHERS SHALL BE ASTM F436 PLATE HARDENED WASHERS FOR ALL BOLTED CONNECTIONS, UNLESS

OTHERWISE SHOWN.

16. 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.

17. 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.

18. ALL BOLTED CONNECTIONS SHALL BE PAINTED.

19. 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 59

20 AND SUBMIT TO GOVERNMENT FOR APPROVAL.

20. ALL FAYING SURFACES SHALL BE COATED WITH ZINC-RICH PRIMER, VZ-108d, PRIOR TO ASSEMBLY.

21. ALL COUNTER SUNK BOLTS SHALL BE ASTM A449 WITH A FLAT HEAD AND STRAIGHT SLOT.

22. THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS AND PAINT, WHICH SHALL BE DISPLAYED AS SHOWN ON SHEET S-505.

23. UNLESS OTHERWISE SHOWN, FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESSES OR WIDTH, THE

LARGER OF THE PLATES SHALL HAVE A BEVELED SLOPE OF H:V OR 4:1 OR GREATER.

24. ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR SHALL BE REQUESTED FOR APPROVAL BY THE GOVERNMENT THROUGH A REQUEST FOR INFORMATION (RFI), AND IF APPROVED, CLOUDED ON

THE SHOP DRAWINGS WITH THE CORRESPONDING RFI NUMBER.

25. THE FABRICATOR SHALL USE A SPREADER BEAM ANY TIME THE TAINTER GATE LIFTING ATTACHMENTS OR DIAPHRAGM LIFTING PLATES ARE USED. THE FABRICATOR SHALL USE THE INTENDED SIZE SHACKLE FOR ALL

LIFTING HOLES ON THE TAINTER GATE.

26. ESTIMATED GATE WEIGHT = 197,500 LBS.

GENERAL TAINTER GATE NOTES: TAINTER GATE WELDING NOTES:

1. ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE SHALL CONFORM TO THE AMERICAN WELDING SOCIETY BRIDGE WELDING CODE AWS D1.5 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. CONTRACTOR'S 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. LENGTH OF WELD CALLED FOR ON THE DRAWINGS SHALL BE EFFECTIVE LENGTH.

6. UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) WELDS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE, AWS D1.5, LATEST

EDITION.

7. GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS. GRINDING SHALL BE PERFORMED PERPENDICULAR TO THE

WELD.

8. ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE CLEARLY SHOWN AND CLOUDED ON THE SHOP DRAWINGS FOR GOVERNMENT APPROVAL. ALL SPLICES SHALL BE COMPLETE JOINT

PENETRATION WELDS IN ACCORDANCE WITH AWS D1.5, LATEST EDITION.

9. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM REQUIRED IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.5. NO FILLET WELDS SHALL BE SMALLER THAN 1/8”. FILLET WELDS SHALL NOT BE

MADE LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5.

10. WELD ACCESS HOLES SHALL BE USED TO PREVENT THE INTERSECTION OF WELDS. THEY SHALL BE SIZED SUFFICIENTLY TO PERMIT THE WRAPPING OF ALL WELDS UTILIZING THE SAME WELD PROCESS INTENDED AND SHAPED IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.5. ALL WELDS SHALL BE WRAPPED THROUGH

WELD ACCESS HOLES WITH ADJACENT FILLET SIZE.

11. ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE THAT WOULD ALLOW WATER TO PASS THROUGH THE GATE 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 HOLES TO BE FILLED SHALL BE CLEARLY BE IDENTIFIED IN THE SHOP DRAWINGS. ALL

FILLED HOLES SHALL BE FINISHED SMOOTH PRIOR TO PAINTING.

12. E70XX ELECTRODES SHALL BE USED FOR ALL WELDS.

13. FABRICATOR IS RESPONSIBLE FOR ACHIEVING ALL TOLERANCES PRESENTED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS. THE FABRICATOR SHALL PERFORM 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 PENETRATIONS WELDS AND SHALL BE ADDRESSED THROUGH WELDING AND FABRICATION

TECHNIQUES.

14. ALL FILLET WELDS SHALL BE FULLY WRAPPED AROUND THE ENDS OF THE PLATE AND THROUGH WELD ACCESS

HOLES. SEE TYPICAL DETAIL BELOW.

15. 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. HORIZONTAL GIRDERS

2. TRUNNION YOKE

3. HOIST ATTACHMENT

4. END FRAMES

5. SKIN PLATES

6. END DIAPHRAGMS

7. LIFTING DIAPHRAGMS

FRACTURE CRITICAL MEMBERS:

DIMENSIONAL TOLERANCES:

1. ALL FINAL DIMENSIONS SHALL BE MEASURED WITH THE GATE SUPPORTED EQUALLY ON THE TRUNNION YOKES

AND EQUALLY ON THE BOTTOMS OF THE HOIST ATTACHMENTS.

2. THE OVERALL HEIGHT OF THE GATE SHALL NOT VARY FROM THE NOMINAL DIMENSIONS BY MORE THAN 1/8

INCH.

3. FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF THE GATE BETWEEN END FRAMES SHALL NOT VARY BY

MORE THAN 3/16 INCH FROM THE DIMENSIONS SHOWN IN THE DRAWINGS.

4. TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCE MEASURED BETWEEN THE HORIZONTAL GIRDERS AND BETWEEN THE END FRAMES SHALL NOT VARY BY MORE THAN 3/16 INCH FROM THAT CALCULATED WITH

DIMENSIONS SHOWN ON THE DRAWINGS.

5. THE END DIAPHRAGM PLATES AND END FRAMES SHALL BE STRAIGHT FROM TOP TO BOTTOM WITH NO MORE THAN ½” OUT OF THE LINE IN THE DIRECTIONS BOTH NORMAL TO AND IN THE PLAN OF THE END DIAPHRAGM

PLATES AND END FRAMES.

6. THE SURFACES OF THE SKIN PLATE SHALL NOT VARY FROM A TRUE CYLINDRICAL PLANE BY MORE THAN 3/16

INCH.

TESTING REQUIREMENTS:

1. 100% OF ALL WELDS SHALL BE VISUALLY INSPECTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO

PAINTING.

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. ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE TESTED IN ACCORDANCE WITH AWS D1.5. THE TESTING SHALL BE DONE AS EARLY AS POSSIBLE IN THE PROJECT TO ASSURE THE QUALITY OF THE PROCEDURE AND

PROCESS.

4. RADIOGRAPHIC TESTING SHALL BE PERFORMED ON:

-100% OF HORIZONTAL GIRDER WEB AND FLANGE BUTT WELDS

-100% OF END FRAME WEB AND FLANGE BUTT WELDS

-10% LENGTH OF WELDS CONNECTING SKIN PLATE TO HORIZONTAL GIRDER FLANGES

-10% LENGTH OF SKIN PLATE BUTT WELD

5. MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON:

-100% OF ALL FILLET WELDS

6. ULTRASONIC TESTING SHALL BE PERFORMED ON:

-100% OF ALL CJP WELDS

7. THE GATE HOIST ATTACHMENT, TRUNNION YOKES, TRUNNION PIN, AND TRUNNION BUSHING SHALL BE TESTED WITH STRAIGHT BEAM UT IN ACCORDANCE WITH ASTM A388 WITH ACCEPTANCE CRITERIA PER ASTM A788

SUPPLEMENTARY REQUIREMENT S20 LEVEL BR.

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A1 TAINTER GATE DESIGN DATA I

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A1 TAINTER GATE DESIGN DATA I

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A1 UPSTREAM ISOMETRIC

UPSTREAM SKIN PLATE

NOTE: ALL GATE COMPONENTS ARE SYMMETRIC ABOUT THE GATE CENTERLINE.

HOIST ATTACHMENT

BOTTOM STRUT

TOP STRUT

STRUT BRACING

TRUNNION YOKE

HOIST CHAIN GUIDE

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8'

LIFTING ATTACHMENT COVER PLATE

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A1 DOWNSTREAM ISOMETRIC

NOTE: ALL GATE COMPONENTS ARE SYMMETRIC ABOUT THE GATE CENTERLINE.

END FRAME STRUT SHIELDS

DOWNSTREAM SKIN PLATES

BOTTOM GIRDER

TOP GIRDER

SKIN PLATE INTERCOSTAL

INTERMEDIATE DIAPHRAGM

LIFTING DIAPHRAGM

INTERMEDIATE DIAPHRAGM

END DIAPHRAGM

ACCESS HATCH PLATE

SEAL

BOTTOM STRUT

TOP STRUT

TRUNNION YOKE

NAME AND

WEIGHT PLATE

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8'

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A1 DOWNSTREAM ISOMETRIC

NOTES:

1. ALL GATE COMPONENTS ARE SYMMETRIC ABOUT THE GATE CENTERLINE.

2. DOWNSTREAM SKIN PLATE REMOVED TO SHOW GATE INTERIOR.

END FRAME STRUT SHIELDS

BOTTOM GIRDER

TOP GIRDER

SKIN PLATE INTERCOSTAL

INTERMEDIATE DIAPHRAGM

LIFTING DIAPHRAGM

INTERMEDIATE DIAPHRAGM

END DIAPHRAGM

ACCESS HATCH PLATE

BOTTOM STRUT

TOP STRUT

TRUNNION YOKE

NAME AND

WEIGHT PLATE

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8'

LIFTING DIAPHRAGM

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Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 PLAN

S-306 A1

NOTE: ALL GATE COMPONENTS ARE SYMMETRIC ABOUT THE GATE CENTERLINE.

CL. STRUT CL. STRUT

CL.

TRUNNION

59'-1"

END SKIN PL. END SKIN PL.

UPSTREAM

DOWNSTREAM

'-1

UPSTREAM FACE

OF SKIN PL.

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8'

A1 S-550

A1 S-557

S-104

D D

O . 2

, M O

R G

O M

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 BOTTOM PLAN

NOTES:

1. ALL GATE COMPONENTS ARE SYMMETRIC ABOUT THE GATE CENTERLINE.

2. FOR THE WIDTH DIMENSION, THE SEAL ASSEMBLIES ARE ADJUSTED AS FAR

INWARD AS POSSIBLE TO MAKE THE FULL GATE ASSEMBLY AS NARROW AS

POSSIBLE FOR GATE INSTALLATION.

DOWNSTREAM

UPSTREAM

59'-91 16"

OUTERMOST

SEAL FACE

OUTERMOST

SEAL FACE

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8'

S-105

D D

O . 2

, M O

R G

C O

O L

O N

S I

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 CONTROL DIMENSIONS I

3 4

CL. TRUNNION BARRELS

.010 B

.003 .005 A

.005 C

.005 A .005 A .005 A

.010 B .010 B .003

TAINTER GATE CONTROL DIMENSIONS

DIMENSION DESIGN VALUE MEASURED VALUE DIMENSION DESIGN VALUE MEASURED VALUE

1 40' - 1/2" +/- 3/16" 19 59' - 1" +/- 3/16" 2 40' - 1/2" +/- 3/16" 20 54' - 8 7/8" +/- 3/16" 3 40' - 1/2" +/- 3/16" 21 48' - 1 1/2" +/- 3/16" 4 40' - 1/2" +/- 3/16" 22 43' - 8 1/16" +/- 3/16" 5 40' - 1/2" +/- 3/16" 23 68' - 4 9/16" +/- 3/16" 6 1' - 4 1/4" +/- 1/16" 24 64' - 9 1/16" +/- 3/16" 7 26' - 11 9/16" +/- 3/16" 25 64' - 9 1/16" +/- 3/16" 8 40' - 1/2" +/- 3/16" 26 68' - 4 9/16" +/- 3/16" 9 40' - 1/2" +/- 3/16" 27 43' - 8" +/- 3/16" 10 40' - 1/2" +/- 3/16" 28 48' - 1 1/2" +/- 3/16" 11 40' - 1/2" +/- 3/16" 29 48' - 1 1/2" +/- 3/16" 12 40' - 1/2" +/- 3/16" 30 43' - 8 1/16" +/- 3/16" 13 1' - 4 1/4" +/- 1/16" 31 68' - 4 9/16" +/- 3/16" 14 26' - 11 9/16" +/- 3/16" 32 64' - 9 1/16" +/- 3/16" 15 59' - 1" +/- 3/16" 33 64' - 9 1/16" +/- 3/16" 16 59' - 1" +/- 3/16" 34 68' - 4 9/16" +/- 3/16" 17 59' - 1" +/- 3/16" 35 43' - 8" +/- 3/16" 18 59' - 1" +/- 3/16" 36 48' - 1 1/2" +/- 3/16"

PARALLELISM: ORIENTATION TYPE TOLERANCE ZONE WITH A CYLINDRICAL SHAPE.

POSITION: LOCATION TYPE TOLERANCE ZONE AS APPLIED WITH COAXIALITY.

CONCENTRICITY: LOCATION TYPE TOLERANCE ZONE WHOSE AXIS COINCIDES WITH THE DATUM AXIS.

FLATNESS: FORM TYPE TOLERANCE ZONE AS DEFINED BY TWO PARALLEL PLANES WITHIN WHICH THE ENTIRE SURFACE MUST LIE.

PERPENDICULARITY: ORIENTATION TYPE TOLERANCE ZONE WITH A SURFACE WHICH IS EXACTLY AT 90 DEG. WITH RESPECT TO A DATUM AXIS.

DIMENSION TOLERANCE SYMBOLOGY (BASED ON ASME Y14.5-2009):

1. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN FABRICATION DIMENSIONAL CONTROL OF THE TAINTER GATE TO ENSURE FIT AND FUNCTION.

2. THE CONTRACTOR SHALL MEASURE AND RECORD ALL CONTROL DIMENSIONS SHOWN ON SHEETS S-105 AND S-106 IN THE TABLE PROVIDED ABOVE IN THE

THE PRESENCE OF THE CONTRACTION OFFICER.

3. COMMON PLANAR SURFACES OF THE TAINTER GATE TRUNNION BARRELS SHALL HAVE PARALLELISM MAINTAINED WITH RESPECT TO EACH ADJACENT OR COMMON SURACE TO THE TOLERANCES SHOWN TO ENSURE THE END BARREL END SURFACES ARE EQUIDISTANT.

4. THE FLATNESS OF THE TRUNNION BARREL END FACES SHALL BE CONTROLLED TO PROVIDE UNIFORM SURFACES FOR INSTALLATION OF THE TRUNNION

BUSHINGS.

5. THE TRUNNION BARREL BORES SHALL BE DIMENSIONALLY CONTROLLED TO MAINTAIN PERPENDICULARITY WITH RESPECT TO THE BARREL END FACES.

6. THE ALIGNMENT OF THE TRUNNION BARREL BORES SHALL BE CONTROLLED TO MAINTAIN COAXIALLY BY POSITION, PARALLELISM AND TO ACHIEVE AN AXIS

CONCENTRICITY AS SPECIFIED BETWEEEN BOTH TRUNNION BARREL BORES ON EACH GATE.

7. THE TRUNNION BARREL CENTERLINE AXIS SHALL BE COLINEAR AS SHOWN AND PARALLEL OFFSET FROM EACH OTHER NO MORE THAN 0.125" ACROSS THE

WIDTH OF THE TAINTER GATE.

8. THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE METHODS OF MEASUREMENT WHERE FEASIBLE TO VERIFY THE TOLERANCES AS

DESCRIBED AND SHOWN ON THE CONTROL DIMENSION SHEETS.

9. DIMENSIONS MARKED WITH AN ASTERISK ARE TO BE MEASURED ON THE OPPOSITE END FRAME.

10. GATE SEALS AND HOIST CHAIN GUIDE NOT SHOWN FOR CLARITY.

DIMENSION NOTES:

SIDE ELEVATIONUPSTREAM ELEVATION

PLAN

HIGHEST POINT IN RESTING

POSITION SHOWN

CL. BOTTOM GIRDER

CL. TOP GIRDER

TAKEN AT BOTTOM OF GATE

TAKEN AT TOP OF GATE

TAKEN AT MIDPOINT BETWEEN

TOP AND BOTTOM GIRDERS

END SKIN

PLATE

END SKIN

PLATE

REFERENCE DATUM

TOLERANCE (IN INCHES)

TOLERANCE SYMBOL

TOLERANCE KEY:

(FACE OF TRUNNION BARREL)

SCALE: N.T.S.

S-106

D D

O . 2

, M O

R G

C O

O L

O N

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 CONTROL DIMENSIONS II A4 TYP DIMENSION REFERENCE LOCATION

1. ALL DIMENSIONS ARE TAKEN WITH REFERENCE TO THE INSIDE FACE OF THE TRUNNION BUSHING AT THE

CENTERLINE OF THE TRUNNION BARREL.

2. EACH TOP PLATE, BOTTOM PLATE, AND GIRDER FLANGE DIMENSION LOCATION SHALL BE MARKED WITH A

CENTER PUNCH.

3. DIMENSION 22, 27, 30, AND 35 ARE TAKEN WITH REFERENCE TO THE CENTERLINE OF THE GIRDER FLANGE AT

THE CENTERLINE OF THE DIAPHRAGM.

4. DIMENSION 21, 23, 26, 28, 29, 31, 34, AND 36 ARE TAKEN WITH REFERENCE TO THE TOP AND BOTTOM PLATE AT THE CENTERLINE OF THE DIAPHRAGM. SEE DETAIL A4 FOR TYPICAL DIMENSION LOCATION.

5. DIMENSION 24, 25, 32, AND 33 ARE TAKEN WITH REFERENCE TO THE CENTERLINE OF THE GIRDER FLANGE AT

THE INTERSECTION WITH THE CENTERLINE OF THE END FRAME FLANGE.

GENERAL DIMENSION NOTES:

CL. DIAPHRAGM

CL.

TRUNNION

BARREL

CL.

TRUNNION

BARREL

DIMENSION REFERENCE POINT

MARKED WITH CENTER PUNCH

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8' SCALE: 1"=1'-0" 0" 1' 2'

A4 S-106

S-201

D D

O . 2

, M O

R G

M E

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

2E K2

B5 M

C R

O N

1 2 43 5

A1 UPSTREAM ELEVATION

56'-93 8"

18'-111 8" 18'-111

CL. HOIST

ATTACHMENT

CL. HOIST

ATTACHMENT

CL. CHAIN

GUIDE

CL. LIFTING ATTACHMENT

COVER PLATE

CL. CHAIN

GUIDE

CL. LIFTING ATTACHMENT

COVER PLATE

A3 S-555

A1 S-556

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

S-202

D D

O . 2

, M O

R G

D O

W N

O N

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 DOWNSTREAM ELEVATION

S-301 A1

S-301 A3

S-302 A1

S-302 A3

S-303 A1

S-303 A3

SCALE: N.T.S.

S-203

D D

O . 2

, M O

R G

F R

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 END FRAME ELEVATION

S-305 A1

S-304C1

S-304 A1

S-

TOP OF SKIN PL.

CL. TOP GIRDER

CL. BOTTOM GIRDER

BOTTOM OF SKIN PL.

NOTE: SEALS NOT SHOWN FOR CLARITY.

27°

9.8°

R40'-1 2"

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

A3 S-555

5°

S-301

D D

O . 2

, M O

R G

N S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 END DIAPHRAGM SECTION A3 INTERMEDIATE DIAPHRAGM SECTION

CJP, TYP

UT 100%

RT 10%

CJP, TYP

UT 100%

RT 10%

5/16

MT 100%

TYP DS SKIN

PLATE STIFFENERS

CJP

UT 100%

GIRDER WEB TO FLANGE

CJP, UT 100%

GIRDER WEB TO FLANGE

CJP, UT 100%

CJP

UT 100%

CJP

UT 100%

CJP, TYP

UT 100%

5/16

TYP

MT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

NOTE: WELD CALLOUTS ARE TYPICAL

FOR ALL COMPONENTS SHOWN.

FRACTURE CRITICAL MEMBER

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

NOTE: GIRDER STIFFENERS SHALL FIT TIGHT BETWEEN

THE UPSTREAM AND DOWNSTREAM FLANGES BEFORE

WELDING.

THREAD LOCKER SHALL BE APPLIED

TO ACCESS COVER PLATE BOLTS

CJP BETWEEN S-522-A1 AND S-503-C3

UT 100%

RT 100%

WELD SHALL BE GROUND FLUSH

S-302

D D

O . 2

, M O

R G

N S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 LIFTING DIAPHRAGM SECTION A3 TYP INTERCOSTAL SECTION

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

CJP, TYP

UT 100%

5/16 MT 100%

CJP

UT 100%

NOTE: WELD CALLOUTS ARE TYPICAL

FOR ALL COMPONENTS SHOWN.

CJP

UT 100%

RT 100%

FRACTURE CRITICAL MEMBER

CJP, UT 100%

TYP FOR ALL LIFTING DIAPHRAGH STIFFENERS

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

5/16 MT 100%

LIFTING ATTACHMENT COVER PLATE

S-303

D D

O . 2

, M O

R G

N S

III

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 LIFTING DIAPHRAGM SECTION A3 INTERMEDIATE DIAPHRAGM SECTION

NOTE: WELD CALLOUTS ARE TYPICAL

FOR ALL COMPONENTS SHOWN.NOTE: WELD CALLOUTS ARE TYPICAL

FOR ALL COMPONENTS SHOWN.

5/16 MT 100%

5/16

-MT 100%

-TYP FOR ALL INTERMEDIATE

DIAPHRAGM STIFFENERS

5/16 MT 100%

CJP

UT 100%

CJP

UT 100%

CJP

UT 100%

CJP

UT 100%

CJP

UT 100%

CJP

UT 100%

CJP

UT 100%

RT 100%

CJP

UT 100%

CJP

UT 100%

1'-2"

5 3 4 "

1'-0"

10"

1'-10"

1'-9"

1'-2"

4'-83 8"

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

LIFTING ATTACHMENT COVER PLATE

S-304

D D

O . 2

, M O

R G

N S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 LOWER SKIN PLATE SECTION

C1 UPPER SKIN PLATE SECTION

CJP, TYP BETWEEN S-503-C1 AND S-503-C3

UT 100%

RT 100%

WELD SHALL BE GROUND FLUSH

CJP, TYP BETWEEN S-503-C1 AND S-503-C3

UT 100%

RT 100%

WELD SHALL BE GROUND FLUSH

CJP, TYP

UT 100%CJP, TYP

UT 100%

CJP, TYP

UT 100%

5/16 MT 100%

1'-113 16" 9'-59

16" 9'-59 16" 9'-59

16" 9'-59 16" 1'-113

16"

CL. END

DIAPHRAGM

CL. END

DIAPHRAGM

CL.

INTERMEDIATE

DIAPHRAGM

CL.

INTERMEDIATE

DIAPHRAGM

CL.

INTERMEDIATE

DIAPHRAGM

CL. LIFTING

DIAPHRAGM

CL. LIFTING

DIAPHRAGM

END OF SKIN PL.

1'-113 16"

2'-27 8" 2'-6" 2'-6" 2'-23

4" 2'-27 8" 2'-6" 2'-6" 2'-23

1'-113 16"

59'-1"

FRACTURE CRITICAL MEMBER

FRACTURE CRITICAL MEMBER FRACTURE CRITICAL MEMBER

FRACTURE CRITICAL MEMBER

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

C5 S-560

S-305

D D

O . 2

, M O

R G

N S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 END FRAME SECTION I A3 END FRAME SECTION II

CJP, TYP

UT 100%

FRACTURE CRITICAL MEMBER

CJP, TYP

UT 100%

FRACTURE CRITICAL MEMBER

CJP, TYP

UT 100%

CJP, TYP

UT 100%

RT 100% CJP, TYP

UT 100%

RT 100%

FRACTURE CRITICAL MEMBER

CJP, TYP

UT 100%

RT 100% CJP, TYP

UT 100%

RT 100%

CJP, TYP

UT 100%

FRACTURE CRITICAL MEMBERFRACTURE CRITICAL MEMBER

NOTE: ALL WELD CALLOUTS ARE TYPICAL FOR THE END FRAMES. NOTE: ALL WELD CALLOUTS ARE TYPICAL FOR THE END FRAMES.

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

S-306

D D

O . 2

, M O

R G

N S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 END FRAME SECTION II

NOTES:

1. ALL WELD CALLOUTS ARE TYPICAL FOR THE END FRAMES.

2. TRUNNION YOKE BOLTS SHALL BE ASTM F3125 GR. A325.

3. TAINTER GATE SHALL BE DELIVERED WITH THE TRUNNION YOKES SNUG TIGHTENED TO THE END FRAMES.

3/8

CJP

UT 100%

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

S-501

D D

O . 2

, M O

R G

O M

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 SKIN PLATE ASSEMBLY ISOMETRIC

S-502-C1

S-504-C4

S-502-A1

S-504-A1

S-503-A1

S-504-C2

S-504-C1

S-503-C1

S-503-C3

S-504-A4

S-505-A1

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

SECTION F-FSECTION E-E

S-502

D D

O . 2

, M O

R G

M S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

E F

A1 S-502-A1

C1 S-502-C1

1'-113 16" 9'-59

16" 9'-59 16" 9'-59

16" 9'-59 16"

59'-1"

R3 4"

1' -2

R6" (TYP)

59'-1"

16 THRU

(96) PLACES

R40'-0"

5'-10

16 "

40'-0" FAC

8 "

4 "

MAT: ASTM A709 GR. 50 F2

QTY: 1

MAT: ASTM A709 GR. 50 T2

QTY: 2

* NOTE: DIMENSION TAKEN ON UPSTREAM R40'-1

2" FACE.

11 SP. @

6" = 5'-6"

NOTE: EDGE RADIUS ONLY ON PLATE

LOCATED AT THE BOTTOM OF THE

TAINTER GATE.

16 THRU

(16) PLACES

NAME PLATE HOLES ONLY IN TOP PLATE

2'-39 16" 1'-7" 1'-6" 1'-7"

2'-39 16"1'-7"1'-6"1'-7"

1'-7

2 "

8 SP. @

4" = 1'-7

2 "

1'-7

8 "

19'-711 16"

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

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

16"

16 THRU

(12) PLACES

16 THRU

(12) PLACES

16 THRU

(12) PLACES

16 THRU

(12) PLACES

SECTION E-E

SECTION G-G

Sheet

S-503

D D

O . 2

, M O

R G

M S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-503-A1

C1 S-503-C1 C3 S-503-C3 C5 DETAIL

MAT: ASTM A709 GR. 50 F2

QTY: 1

MAT: ASTM A709 GR. 50 F2

QTY: 1

59'-1"

2 1 8 "

R40'-1

16'-10"

R 40'-0" D

O W

STR

EAM

FAC

54'-13 4"

2'-35 8"

R40'-1 2"

1'-41 2"

1'-9"

4' -11

'-1 2"

MAT: ASTM A709 GR. 50 F2

QTY: 1 AS SHOWN

1 OPP. HAND

-4

16 THRU

(38) PLACES

MATCH DRILL AFTER WELDING

16 THRU

(7) PLACES

MATCH DRILL AFTER WELDING

-0

* NOTE: DIMENSION TAKEN ON

UPSTREAM R40'-1

2" FACE.

NOTE: DIMENSION TAKEN ON UPSTREAM R40'-1

2" FACE.*

33 SP. @

6" = 16'-6"

R2" TYP

19'-711 16"

2" 3"

19'-711 16"

2" 3"

7'-1

8 "

8 SP. @

4" = 2'-8"

7'-1 1 8 "

VIEW F-F

R40'-1 2"

4' -19

'-0

" F

NOTE: ALL FOUR WELD ACCESS HOLES SHALL

BE FILLED WITH AN APPROVED MATERIAL THAT

IS EQUIVALENT TO BELZONA 1111 PRIOR TO

PAINTING.

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

SCALE: 1/4"=1'-0" 0" 2' 4' 6' 8'

16"

16 THRU

(140) PLACES

16 THRU

(32) PLACES

16 THRU

(32) PLACES

16 THRU

(32) PLACES

16 THRU

(32) PLACES

1 2"

DETAIL A

DETAIL B

Sheet

S-504

D D

O . 2

, M O

R G

M S

C O

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-504-A1 A2 S-504-A2 A4 S-504-C4

C4 S-504-C4C2 S-504-C2C1 S-504-C1

6'-7

R 39'-3" U

PSTR

EAM

FAC

R39'-21 2"

R13 4"

3/8" PL.

9.703°

27°

R11 2"

MAT: ASTM A709 GR. 50 T2

QTY: 18

MAT: ASTM A709 GR. 50 T2

QTY: 18

MAT: ASTM A709 GR. 50 T2

QTY: 18

MAT: ASTM A709 GR. 50 T2

QTY: 18

MAT: ASTM A709 GR. 50 T2

QTY: 18

MAT: ASTM A709 GR. 50 T2

QTY: 18

R39'-21 2"

1 2"

18'-5 1

R 39'-3" U

PSTR

EAM

FAC

R40'-0"

6°

16"

R11 2"

3/8" PL.

R39'-21 2"

5' -11

'-3

" U

M F

16"

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

SCALE: 1"=1'-0" 0" 1' 2'SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4' SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

R40'-0"

3/8" PL.

6 9 16 "

8 1 16 "

10 1 16 "

11 9 16 "

1 2"

R11 2"

41 8"

57 8" 11 16"

R13 4"

16"

2" 7"

R13 4"

R11 2"

R13 4" 79

1' -1

1' -2

R13 4"

R40'-0"

R13 4"

R11 2"

R13 4" R13

1' -1

1' -2

R11 2"

R13 4"

S-505

D D

O . 2

, M O

R G

M S

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-505-A1

MAT: ASTM A36

QTY: 2

3" 4"

1" (TYP)3" (TYP)11

16 THRU

(8) PLACES

4'-11"

1/2" PL.

1'-81 2" 1'-6" 1'-7"

3" (MIN)

R1" (TYP)

NOTES:

1. THE DESIGNATION NUMBER FOR EACH TAINTER GATE SHALL BE COORDINATED WITH THE COR.

2. THE WEIGHT SHALL INDICATE THE FINAL, AS-FABRICATED WEIGHT INCLUDING ALL BOLTS AND PAINT.

3. LETTERS SHALL BE MILLED 1/4" DEEP.

SCALE: 3"=1'-0" 0" 4" 12"8"

S-510

D D

O . 2

, M O

R G

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 DIAPHRAGM ISOMETRIC

S-511-C1

S-511-C2

S-511-C1

S-511-C2

S-511-A1

S-511-A4

S-511-C4

S-512-A1

S-512-A3

S-513-A1

S-513-A2

S-513-A4

S-511-A1

S-511-A2

S-514-A2

S-514-A4

S-514-C4

S-514-C1

S-514-C4

S-514-C1

S-514-C2

S-515-C4

S-515-C5

S-515-C4

S-515-C5

S-515-C1

S-515-A1

S-515-C1

S-515-C2

S-515-A2

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

S-511

D D

O . 2

, M O

R G

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-511-A1 A2 S-511-A2 A4 S-511-A4

C1 S-511-C1 C2 S-511-C2 C4 S-511-C4

1" 5'-93

5'-107 16"

5'-1015 16"

R40'-0"

1' -2

R6"

9.703°

1'-11 2" 2"

5' -1

1" 5'-93

5'-1015 16"

1' -2

R6"

R40'-0"

1'-11 2" 2"

5' -1

R6"

9.703°

1/2" PL.

16 THRU

(4) PLACES

2 "

R61 2"

4" 4'-21

9.703°

R61 2"

5'-91 8"

5'-97 16"

1' -1

1' -2

4' -5

R6"

R39'-101 2"

6°

6' -8

5' -1

1'-0" 2"

R6"

5'-91 8"

5'-1015 32"

5'-1015 16"

1' -2

4' -5

1' -1

1' -2

5' -1

R6"

R40'-0"

6°

1'-11 2"2"

2"13

16 THRU

(4) PLACES

R61 2"

5' -8

5' -1

4'-51 16"

3' -7

4' -2

6°

1 2"

MAT: ASTM A709 GR. 50 F2

QTY: 2

MAT: ASTM A709 GR. 50 T2

QTY: 5

MAT: ASTM A709 GR. 50 F2

QTY: 7

MAT: ASTM A709 GR. 50 F2

QTY: 5

MAT: ASTM A709 GR. 50 T2

QTY: 5

MAT: ASTM A709 GR. 50 F2

QTY: 2

1/2" PL.

NOTE: FLANGES SHALL NOT BE COLD ROLLED. SUBMIT

ROLLING PLAN FOR FRACTURE CRITICAL MEMBERS IN

ACCORDANCE WITH THE SPECIFICATIONS.

NOTE: FLANGES SHALL NOT BE COLD ROLLED. SUBMIT

ROLLING PLAN FOR FRACTURE CRITICAL MEMBERS IN

ACCORDANCE WITH THE SPECIFICATIONS.

R1'-0"

1'-97 16"

16"

2'-513 16"

3/4" PL.

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

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

R2" R13

R11 2"

5'-107 16"

R13 4" R13

4" R11

R11 2"

" R13

4" R11

R11 2"

R13 4"

R11 2"

R13 4"

R2"

R13 4"

R11 2"

R13 4"

R11 2"

R13 4"

R2"

32"

R13 4"

R11 2"

R13 4"

R11 2"

R13 4"

R2"

S-512

D D

O . 2

, M O

R G

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-512-A1 A3 S-512-A3

5'-73 8"

5'-811 16"

5'-93 16"

1' -1

3'-91 8"

.52

7°

27°

'-5

5'-8 3 4"

8 1 16 "

10 1 16 "

2'-6"

2' -4

1/2" PL.

2'-63 4"

5'-73 8"

5'-811 16"

5'-93 16"

2' -4

.52

7°

1' -1

1' -2

27°

'-5

3'-91 8"

5'-8 3 4"

5'-9 15 32"

8 1 16 "9 1

16 "

8 1 16 "

10 1 16 "

2'-6"

MAT: ASTM A709 GR. 50 F2

QTY: 2

MAT: ASTM A709 GR. 50 T2

QTY: 5

1'-3" 1'-3"

2'-9"

3/4-10 UNC - 2B

(6) PLACES

2'-63 4"

1/2" PL.

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

R61 2"

R13 4"

R11 2"

R13 4"

R11 2"

11 16"

8 1 16 "9 1

16 "10 9 16 "

R61 2"

13 16"

R13 4"

R11 2"

R13 4"

R11 2"

R40'-0"

R11 2"R11

R13 4"

R11 2"

R61 2"

R13 4"

R11 2"

R40'-0"

1 2"R13 4"

R11 2"

R13 4"

R11 2"

10 9 16 "

R61 2"

S-513

D D

O . 2

, M O

R G

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-513-A1 A2 S-513-A2 A4 S-513-A4

'-6

'-1

2 "

76.473°

R61 2"

1 2"

76.527°

R61 2"

16 THRU

(28) PLACES

8" 13

16 THRU

(56) PLACES

'-6

'-1

.52

7°

1 2"

R61 2"

76.473°

2 "

R61 2"

16 THRU

(28) PLACES

'-6

'-1

2 "

R61 2"

1 2"

R61 2"

76.473°

76.527°

'-2

MAT: ASTM A709 GR. 50 F2

QTY: 1

MAT: ASTM A709 GR. 50 T2

QTY: 5

MAT: ASTM A709 GR. 50 F2

QTY: 1

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

S-514

D D

O . 2

, M O

R G

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-514-A1 A2 S-514-A2 A4 S-514-A4

C1 S-514-C1 C2 S-514-C2 C4 S-514-C4

MAT: ASTM A709 GR. 50 T2

QTY: 10

MAT: ASTM A709 GR. 50 T2

QTY: 14

MAT: ASTM B209-14 6061-T6

QTY: 2

R1'-3"

3 8"

2'-6"

10"

1'-0"

8" 611

" 911

1' -11

1' -1

R3"

(TYP)

16 THRU

(8) PLACES

3'-0"

2'-9"

1' -0

-0 " 60

16 THRU

(8) PLACES

8" X 45° CHAMFER

ANSI B18.15 3/4" SHOULDER TYPE 2

EYEBOLT AND HEX NUT

16 THRU

(4) PLACES

R6"

16"

1 2"

MAT: ASTM A709 GR. 50 F2

QTY: 2

MAT: ASTM A709 GR. 50 F2

QTY: 2

R71 2"

R6"

16"

1'-629 32"

2'-33 32"

R1'-0" R11"

1' -4

1' -6

2' -7

4' -2

3'-33 32"

1 2"

R6"

MAT: ASTM A709 GR. 50 F2

QTY: 2

NOTE: FLANGES SHALL NOT BE COLD ROLLED. SUBMIT

ROLLING PLAN FOR FRACTURE CRITICAL MEMBERS IN

ACCORDANCE WITH THE SPECIFICATIONS.

SCALE: 1 1/2"=1'-0" 0" 1' 2'6" SCALE: 3"=1'-0" 0" 4" 12"8"

SCALE: 3"=1'-0" 0" 4" 12"8" SCALE: 3"=1'-0" 0" 4" 12"8"SCALE: 1"=1'-0" 0" 1' 2'

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

NOTE:

THE HOLE DIAMETER SHALL

CORRESPOND TO THE SHACKLE

MANUFACTURER'S RECOMMENDED

HOLE SIZE.

S-515

D D

O . 2

, M O

R G

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-515-A1 A2 S-515-A2 A4 S-515-A4

C1 S-515-C1 C2 S-515-C2 C4 S-515-C4

A4 S-515-A4

C5 S-515-A5

MAT: ASTM A709 GR. 50 T2

QTY: 10

5' -5

R2"

R2" 4"

'-6

8"1

4"R2"

R2"

8' -1

-0

MAT: ASTM A709 GR. 50 T2

QTY: 14

MAT: ASTM A709 GR. 50 T2

QTY: 2 AS SHOWN

2 OPP. HAND

MAT: ASTM A709 GR. 50 T2

QTY: 2 AS SHOWN

2 OPP. HAND

MAT: ASTM A709 GR. 50 T2

QTY: 4

R2" 4"

R2"

'-2

R2"

6' -7

6" R2"

R2"

6' -4

6' -3

R2"

2' -5

2' -4

R2"

5' -5

R2" 4"

5' -5

R2"

MAT: ASTM A709 GR. 50 T2

QTY: 2 AS SHOWN

2 OPP. HAND

MAT: ASTM A709 GR. 50 T2

QTY: 4

MAT: ASTM A709 GR. 50 T2

QTY: 2 AS SHOWN

2 OPP. HAND

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

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

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

S-520

D D

O . 2

, M O

R G

H O

O N

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 BOTTOM GIRDER DETAIL

C1 TOP GIRDER DETAIL

O W

FRACTURE CRITICAL MEMBER

S-521-C1

S-521-A1

S-522-C5

S-522-C5 S-522-C1

S-522-A5

S-522-A1S-522-A5

S-523-A1

S-523-C1

PLAN

DOWNSTREAM ELEVATION

PLAN

DOWNSTREAM ELEVATION

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

FRACTURE CRITICAL TENSION FLANGE

DETAIL A

S-521

D D

O . 2

, M O

R G

H O

O N

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-521-A1 TOP GIRDER DS FLANGE

C1 S-521-C1 TOP GIRDER WEB

FRACTURE CRITICAL MEMBER

FRACTURE CRITICAL TENSION MEMBER

1'-83 16" 2'-45

16" 2'-6" 2'-43 8" 2'-27

8" 2'-45 16" 2'-6" 2'-43

8" 2'-27 8" 2'-45

16" 2'-6" 2'-43 8" 2'-27

8" 2'-43 8" 2'-6" 2'-45

16" 2'-27 8" 2'-43

8" 2'-6" 2'-45 16" 2'-27

8" 2'-43 8" 2'-6" 2'-45

16" 1'-83 16"

2'-91 2" 2'-6" 2'-6" 4'-59

16" 2'-6" 2'-6" 4'-59 16" 2'-6" 2'-6" 4'-55

8" 2'-6" 2'-6" 4'-59 16" 2'-6" 2'-6" 4'-59

16" 2'-6" 2'-6" 2'-91 2"

4 THRU

(18) PLACES

2 THRU

(46) PLACES

R2"

(TYP) 21

2' -1

8" 5'

-6

5' -8

4"7/8" PL.

32"

8'-0"16 SP. @ 6" =

32"

8'-6"17 SP. @ 6 " =

32"

8'-6"17 SP. @ 6 " =

32"

8'-6"17 SP. @ 6 " = 8'-6"17 SP. @ 6 " = 8'-0"16 SP. @ 6 " =

32"

2'-4"

3'-4"

8'-99 16" 8" 8'-99

16" 8" 8'-99 16" 8" 8'-99

16" 8"

1"6" 1'

-0

1' -5

1' -6

3" 11

1' -2

-6

MAT: ASTM A709 GR. 50 F2

QTY: 1

MAT: ASTM A709 GR. 50 F2

QTY: 1

1 1/2" PL.

2'-4"

3'-4"

R2" R2"R6"R6"

16 THRU

(148) PLACES

SCALE: 3/8"=1'-0" 0" 1' 2' 3' 4'

1' -4

S-522

D D

O . 2

, M O

R G

H O

O N

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-522-A1 BOTTOM GIRDER US FLANGE

C1 S-522-C1 TOP GIRDER US FLANGE C5 S-522-C5

A5 S-522-A5A4 SECTION

FRACTURE CRITICAL MEMBER

MAT: ASTM A709 GR. 50 F2

QTY: 4

MAT: ASTM A709 GR. 50 F2

QTY: 4

16"

5' -8

R2"

(TYP)

1 1/4" PL.

FRACTURE CRITICAL MEMBER

R2"

(TYP)

1 1/4" PL.

59'-1"

8" 13

2" 1' -4

2" 1' -9

1' -6

FRACTURE CRITICAL MEMBER

MAT: ASTM A709 GR. 50 F2

QTY: 1

59'-1"

1'-117 8"

2'-35 8"

1'-117 8"

2'-35 8"

1' -1

1' -7

2' -3

16 THRU

(6) PLACES

1' -1

MAT: ASTM A709 GR. 50 F2

QTY: 1

16"

1'-413 16"

16"

1'-413 16"

5' -7

R2" R2"

16"

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

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

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

16 THRU

(6) PLACES

16 THRU

(8) PLACES

2' -3

1' -6

S-523

D D

O . 2

, M O

R G

H O

O N

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:

Ka la fu t / K

. A tw at er

At w at er

Jo ne s

H .O co n

S-

dw g

C O

N O

T C

O D

N N

W 2E

K2 3B

2E K2

B5 M

C R

O N

1 2 43 5

A1 S-523-A1 BOTTOM GIRDER DS…

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