W912EK23R0006 Drawings.pdf

PDF 4 MB Posted May 2, 2023

Attached to: SOLICITATION: Mississippi River Basin, Lock No. 13, Fulton, Illinois, Tainter Valve Fabrication
Solicitation number: W912EK23R0006
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for the fabrication of a tainter valve assembly for Lock No. 13 on the Mississippi River in Fulton, Illinois. The U.S. Army Corps of Engineers Rock Island District is seeking a contractor to design, fabricate, paint, and deliver the tainter valve, including the skin plate, strut arms, stiffeners, seals and other specified components. The contractor must also submit shop drawings, welding procedures, and quality control documentation for government approval. Fabricated parts will be non-destructively and ultrasonically tested according to standards. The completed valve assembly is estimated to weigh 22,000 pounds. The solicitation includes drawings and specifications outlining material and fabrication requirements, dimensions, tolerances, and testing procedures for the tainter valve.

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Other files

File	Type	Posted
A22 - W912EK23R0006 AMEND_0001 Drawings.pdf	PDF	May 23, 2023
A22 - W912EK23R0006 AMEND_0001.pdf	PDF	May 23, 2023
W912EK23R0006.pdf	PDF	May 2, 2023

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APPROVAL RECOMMENDED BY:

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

®of Engineers

US Army Corps

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ISSUE DATE:

CONTRACT/TASK ORDER NO:

SOLICITATION/MATOC/SATOC NO: W912EK23R0006

TAINTER VALVE FABRICATION

FULTON, IL

LOCK NO. 13

MISSISSIPPI RIVER BASIN

ROCK ISLAND DISTRICT

E K

R of Engineers

US Army Corps

DETAILS - WIRE ROPE ASSEMBLYM-501

DETAIL - NAME PLATES-511

DETAILS - LIFTING EYE, LIFTING LUGS-510

DETAILS - TRUNNION SHOE AND PLATES-509

DETAILS - TRUNNION HUBS-508

DETAILS - STIFFENERSS-507

DETAILS - STRUT ARMS AND STIFFENERSS-506

DETAILS - TOP SEALS-505

DETAILS - SKIN PLATE AND STIFFENERSS-504

DETAILSS-503

DETAILS - SIDE SEALSS-502

DETAILS - CROSSBRACINGS-501

SECTIONS-303

SECTIONS-302

SECTION - TOP CHORDS-301

ELEVATIONS-202

ELEVATIONS-201

CONTROL DIMENSIONSS-103

PLANS-102

PLAN S-101

GENERAL STRUCTURAL NOTESS-001

COVER SHEETG-001

PLAN SET TITLEPLAN SET ID

PLAN SET INDEX

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CULVERT VALVE GENERAL NOTES

COSMOLINE TO BE APPLIED TO ALL UNPROTECTED MACHINE SURFACES BEFORE DELIVERY TO SITE.17.

TAINTER GATE.

LIFTING PLATES ARE USED, THE FABRICATOR SHALL USE THE INTENDED SIZE SHACKLE FOR ALL LIFTING HOLES ON THE

THE FABRICATOR SHALL USE A SPREADER BEAM ANY TIME THE TAINTER GATE LIFTING ATTACHMENTS OR DIAPHRAGM 16.

DRAWINGS WITH THE CORRESPONDING RFI NUMBER.

THE GOVERNMENT THROUGH A REQUEST FOR INFORMATION (RFI), AND IF APPROVED, CLOUDED ON THE SHOP

15. ANY VARIATION TO THE CONTRACT DRAWINGS DESIRED BY THE CONTRACTOR SHALL BE REQUESTED FOR APPROVAL BY

14. EACH GATE SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN ON SHEET S-511.

SHALL BE DISPLAYED AS SHOWN ON SHEET S-511.

13. THE FABRICATOR SHALL SUBMIT THE FINAL WEIGHT OF THE GATE ASSEMBLY INCLUDING ALL BOLTS AND PAINT, WHICH

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

SUBMIT TO GOVERNMENT FOR APPROVAL.

CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATION SECTION 05 59 20 AND

11. THESE CONTRACT DRAWINGS SHALL NOT BE USED AS DETAILED FABRICATION SHOP DRAWINGS. THE

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

BE CLEANED AND INSPECTED PRIOR TO PAINTING.

OTHERWISE. MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN SPECIFICATIONS. ALL WELDS SHALL

CORROSION RESISTANT SURFACES, SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS NOTED

9. ALL EXPOSED STRUCTURAL STEEL OF THE VALVES AND APPURTENANCES, EXCEPT MACHINED SURFACES AND

SHOP DRAWINGS SHALL BE SUBMITTED FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.8.

MAINTAIN RECORDS OF THE QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS. 7.

DISTORTIONS DUE TO WELDING.

SPECIFIED DIMENSIONS ARE FINAL DIMENSIONS, AND ALLOWANCE MUST BE MADE FOR MACHINING, SHRINKAGE, AND 6.

WHERE STRICTER TOLERANCES ARE SPECIFIED BY THE CONTRACT DOCUMENTS.

WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S BRIDGE WELDING CODE (AWS D1.5 2020), EXCEPT

THE DIMENSIONAL TOLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE 5.

SURFACE ROUGHNESS SHALL BE AS DEFINED IN ASME STANDARD B46.1-2019.4.

REQUIREMENTS FOR TEMPERATURE ZONE 2 FOR THEIR RESPECTIVE GRADES.

OTHER SHAPES AND PLATES SHALL CONFORM TO GRADE 50T. ALL ELEMENTS SHALL MEET THE IMPACT TEST

AND PLATES DESIGNATED AS FRACTURE CRITICAL MEMBERS (FCM) ON THE DRAWINGS SHALL CONFORM TO GRADE 50F.

ALL STRUCTURAL STEEL PLATES AND SHAPES, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ASTM A709. SHAPES 3.

ADJUSTMENTS MADE DURING INSTALLATION).

ALL VALVES SHALL BE IDENTICAL (WITHIN TOLERANCES) AND SHALL BE INTERCHANGEABLE AS-FABRICATED (PRIOR TO 2.

DRAWINGS ARE FOR A SINGLE VALVE.

VALVE BODY, AND ALL APPURTENANT ITEMS REQUIRED FOR INSTALLATION. "UNIT QTY" SHOWN IN THE CONTRACT

AND BID SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. A CULVERT VALVE ASSEMBLY IS COMPRISED OF ONE

FABRICATE, ASSEMBLE, PAINT, AND DELIVER CULVERT VALVE ASSEMBLAGES AS SHOWN ON THE CONTRACT DRAWINGS 1.

CULVERT VALVE WELDING NOTES

OCCORDANCE WITH THE SPECIFICATIONS.

WELDS REQUIRED. DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL IN

11. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN SOCIETY AND INDICATE ONLY SIZE AND TYPE OF

(LOCKED-UP) STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED TO MINIMIZE RESIDUAL 10.

FABRICATION.

9. FABRICATOR IS RESPONSIBLE FOR THE DEVELOPMENT AND QUALIFICATION OF ALL WELDING PROCEDURES USED FOR

SMOOTH.

USE BACKING BARS. BACKING BARS SHALL BE SUBSEQUENTLY REMOVED WITH BASE METAL GROUND FLUSH AND

BEFORE WELDING FROM THE SECOND SIDE. COMPLETE JOINT PENETRATION WELDS WELDED FROM ONE SIDE SHALL

8. COMPLETE JOINT PENETRATION GROOVE WELDS WELDED FROM TWO SIDES SHALL BE BACKGOUGED TO SOUND METAL

GREATER. LEG SIZES OF REINFORCING FILLETS NEED NOT EXCEED 3/8".

EQUAL TO AT LEAST 25% OF THE THICKNESS THROUGH THE JOINT BEING REINFORCED OR AT LEAST 1/4", WHICHEVER IS

7. ALL GROOVE WELDS IN T-JOINTS AND CORNER JOINTS SHALL BE REINFORCED WITH FILLET WELDS WITH LEG SIZES

WELD, UNLESS NOTED OTHERWISE.

6. FILLET WELD REINFORCEMENT FOR GROOVE WELDS IN T-JOINTS SHALL BE WRAPPED AROUND CORNERS LIKE A SEAL

SATISFY THE REQUIREMENTS OF AWS D1.5 SECTION 5.6.

5. THE SURFACE PROFILE OF ALL FILLET WELDS, INCLUDING SEAL WELDS AND GROOVE WELD REINFORCEMENT, SHALL

FINISH SHALL SATISFY THE REQUIREMENTS OF AWS D1.5 ARTICLE 5.6.2.2.

4. ALL GROOVE WELDS IN BUTT JOINTS SHALL BE GROUND FLUSH AND SMOOTH UNLESS NOTED OTHERWISE. THE SURFACE

DETAIL THIS PAGE.

HAVE A FUSION DEPTH OF AT LEAST 5/16" AND SHALL BE GROUND FLUSH AND SMOOTH. REFER TO TYPICAL SEAL WELD

REINFORCING FILLET WELDS AND SHALL MATCH THEM IN SIZE. GROOVE WELDS FUNCTIONING AS SEAL WELDS SHALL

JOINT. FILLET WELDS FUNCTIONING AS SEAL WELDS SHALL BE CONTINUOUS WITH ADJACENT STRUCTURAL OR

MADE). SEAL WELDS SHALL BE SUBJECT TO THE SAME STANDARD OF QUALITY AS THE OTHER WELDS WITHIN THE SAME

WATERTIGHT FILLET WELDS OR SHORT GROOVE WELDS (AT FLUSH JOINT ENDS WHERE FILLET WELDS CANNOT BE

3. ALL WELDED JOINTS THAT ARE NOT MADE WITH COMPLETE JOINT PENETRATION WELDS SHALL BE SEALED WITH

FRACTURE-CRITICAL MEMBERS ARE FRACTURE-CRITICAL WELDS ("FCW").

2. MEMBERS LABELED "FCM" SHALL BE REGARDED AS FRACTURE-CRITICAL MEMBERS PER AWS D1.5. ALL WELDS TO

1. MATCHING 70-KSI FILLER METAL SHALL BE USED FOR ALL WELDED CONNECTIONS UNLESS OTHERWISE NOTED.

CULVERT VALVE FASTENER NOTES

REMOVED.

8. AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED NUT SURFACES SHALL BE

7. BOLTS FOR ATTACHMENT OF SIDE SEAL, TOP SEAL, AND TRUNNION HUB SHOULD BE INSTALLED SNUG-TIGHT ONLY.

NOTED. WASHER MATERIAL SHALL BE AS SPECIFIED IN THE FASTENER SCHEDULE AND/OR IN THE SPECIFICATIONS.

6. ALL WASHERS SHALL CONFORM TO THE DIMENSIONAL REQUIREMENTS OF ASTM F436, ROUND, UNLESS OTHERWISE

CREVICES AROUND THE PERIMETERS OF THE FAYING SURFACES SHALL BE FIELD-PAINTED PER THE SPECIFICATIONS.

BE SHOP PRIMED BUT NOT PAINTED PRIOR TO INSTALLATION. AFTER FINAL ADJUSTMENT AND BOLT PRETENSIONING, ALL

5. ALL FAYING SURFACES OF SIDE SEAL AND TOP SEAL ASSEMBLIES (EXCEPT FOR RUBBER AND GALVANIZED ITEMS) SHALL

ACCEPTABLE PROVIDED THAT IT DOES NOT INTERFERE WITH ASSEMBLY.

4. ALL BOLT HOLES SHALL BE PRIMED AND PAINTED UNLESS OTHERWISE NOTED. A MODERATE AMOUNT OF OVERSPRAY IS

HEADS UNLESS OTHERWISE SPECIFIED.

3. ALL BOLTS SHALL BE ASTM F3125 GRADE A325 AND ALL COUNTERSUNK BOLTS SHALL BE ASTM A449 WITH SLOTTED

ALL STAINLESS STEEL BOLTS AND SCREWS SHALL BE INSTALLED SNUG TIGHT UNLESS OTHERWISE NOTED.

2. ALL ASTM F3125 AND ASTM A449 BOLTS SHALL BE PRETENSIONED PER THE SPECIFICATIONS UNLESS OTHERWISE NOTED.

1. ALL BOLTS SHALL BE PAINTED AFTER ASSEMBLY.

FRACTURE CRITICAL MEMBERS

2. CABLE CONNECTION PLATES

1. LIFTING PIN PLATES

DESIGN INFORMATION

2. THE ESTIMATED WEIGHT OF A SINGLE COMPLETED VALVE (EXCLUDING TRUNNION SHOE) IS 22,000 POUNDS

WILL LIKELY REQUIRE AT LEAST ONE REPLACEMENT DURING VALVE SERVICE LIFE.

APPROXIMATELY 3,700 OR FEWER LOCK FILLING AND EMPTYING CYCLES PER YEAR. VALVE MECHANICAL COMPONENTS

1. EXPECTED SERVICE LIFE OF VALVE STRUCTURAL COMPONENTS IS 100 YEARS GIVEN ROUTINE MAINTENANCE AND

TESTING

7. TRUNNION HUB FORGING SHALL BE ULTRASONICALLY TESTED ACCORDING TO ASTM A388.

RECORD INDICATORS.

CAUSING A TOTAL LOSS OF BACK REFLECTION WILL RESULT IN REJECTION OF THE PART. UT ALL WELDS TO CODE AND

ASTM A435/A435M, WITH APPLICATION OF SUPPLEMENTARY REQUIREMENT 1 (100 PERCENT). ANY DISCONTINUITY

THE LIFTING LUGS, CABLE CONNECTIONS, AND TRUNNION YOKES SHALL BE ULTRASONICALLY TESTED ACCORDING TO 6.

PERFORMED IN THE FABRICATION FACILITY PRIOR TO DELIVERY TO THE JOBSITE.

INCLUDED IN THE WELD TRACKING LOG TEMPLATE, SUBJECT TO GOVERNMENT APPROVAL. ALL TESTS SHALL BE

5. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL BE PROPOSED BY THE CONTRACTOR AND

THE CONTRACTING OFFICER.

AWS D1.5. DYE PENETRANT TESTING (PT) MAY BE SUBSTITUTED FOR MAGNETIC PARTICLE TESTING WITH APPROVAL OF

SPECIFICATIONS. MAGNETIC PARTICLE TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF

WELDS TO MAGNETIC PARTICLE TESTING (MT) UNLESS OTHERWISE NOTED, WITH ACCEPTANCE CRITERIA PER THE

4. RANDOMLY SELECT 25% OF ALL WELDS FOR TOP- AND SIDE SEAL PLATE, AND TOP SEAL NOSING, SUBJECT SELECTED

SUBSTITUTED FOR MAGNETIC PARTICLE TESTING WITH APPROVAL OF THE CONTRACTING OFFICER.

PROCEDURES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.5. DYE PENETRANT TESTING (PT) MAY BE

(MT) UNLESS OTHERWISE NOTED, WITH ACCEPTANCE CRITERIA PER THE SPECIFICATIONS. MAGNETIC PARTICLE TESTING

3. 100% OF ALL FILLET AND PARTIAL JOINT PENETRATION WELDS SHALL BE SUBJECTED TO MAGNETIC PARTICLE TESTING

EXEMPT FROM THE REQUIREMENT FOR 100% ULTRASONIC TESTING OF COMPLETE JOINT PENETRATION GROOVE WELDS.

SUITABLE RECORD OF EVERY TESTED WELD. GROOVE WELDS ON THE SIDE SEAL PLATE AND TOP SEAL NOSING ARE

ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.5. EQUIPMENT USED SHALL BE CAPABLE OF GENERATING A

BE IN ADDITION TO RADIOGRAPHIC TESTING (RT) OF SELECT WELDS AS INDICATED. TESTING PROCEDURES SHALL BE IN

ACCEPTANCE CRITERIA AS DETAILED IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. THIS REQUIREMENT SHALL

2. 100% OF COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE SUBJECTED TO ULTRASONIC TESTING (UT) WITH

1. ALL WELDS SHALL BE SUBJECT TO VISUAL INSPECTION PER THE SPECIFICATIONS.

TYPICAL SEAL WELD DETAIL

SCALE: NO SCALE

A15

OF ALL WELDED PLATES

WRAP WELD AROUND END

JOINT IS FLUSH

GROOVE WELD IF

USE SHORT

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

ISOMETRIC - TAINTER VALVE

A11

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

ISOMETRIC - TAINTER VALVE

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

S-510-A1

S-508-A1

S-506-A1

S-503-A1

S-502-A1

S-502-A15

S-503-A1

S-502-A1

S-504-A1

S-506-A5

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S-507-D11

S-503-A9

S-503-A15

S-505-A1

S-505-A7

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S-504-A1

S-510-A7

S-501-A1

S-503-A9

S-509-A1

S-509-A12

S-503-L1

S-501-A1

S-509-A17

S-509-N1

S-509-A12

S-506-A5

S-501-A1

S-506-A17

S-503-L9

S-503-H15

S-506-E17

S-507-A1

S-507-D1

S-507-G1

S-507-K1

S-507-G1

S-507-D1

S-506-E17

S-506-E13

S-502-A9

S-507-A1

S-503-H15

S-506-A13

S-508-A1

S-507-G7

NOT SHOWN FOR CLARITY

TRUNNION PIN AND YOKE

S-506-J13

ALL COMPONENTS SYMMETRICAL ABOUT CENTERLINE OF VALVE.1.

GENERAL SHEET NOTES

S-506-E17

S-506-J13

S-511-A1

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

PLAN - TAINTER VALVE

17'-0"

S-303

2'0 1' 4'

1'-8"

TRUNNION PIN AND HUB NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

C STRUT ARM

END SKIN PL

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

CONTROL DIMENSIONS

0 2' 4'1'

3 BOTTOM

2 TOP

AS FABRICATED DIMENSIONTOLERANCENOMINAL VALUEUNITSDIMENSION

TAINTER VALVE CONTROL DIMENSIONS

±0.062516'-11 3/8"FT-IN12 RIGHT

±0.062516'-11 3/8"FT-IN11 LEFT

±0.062516'-11 3/8"FT-IN10 RIGHT

±0.062516'-11 3/8"FT-IN9 LEFT

±0.062513'-9 1/2"FT-IN8

±0.062511'-5"FT-IN7

±0.062512'-6 7/16"FT-IN6 BOTTOM

±0.062512'-6 7/16"FT-IN6 MIDDLE

±0.062512'-6 7/16"FT-IN6 TOP

±0.062517'-8 3/4"FT-IN5

±0.062517'-8 3/4"FT-IN

±0.062512'-2 1/8"FT-IN

±0.062510'-7 11/16"FT-IN1

11 12

SHOWN ON THE CONTROL DIMENSION SHEET.

MEASUREMENT WHERE FEASIBLE TO VERIFY THE TOLERANCES AS DESCRIBED AND

THE CONTRACTOR MAY UTILIZE POSITION, PROFILE, OR ALTERNATIVE METHODS OF 12.

THE TAINTER GATE.

PARALLEL OFFSET FROM EACH OTHER NO MORE THAN 0.125" ACROSS THE WIDTH OF

THE TRUNNION BARREL CENTERLINE AXIS SHALL BE COLINEAR AS SHOWN AND 11.

CLARITY.

RUBBER VALVE SEALS, TRUNNION HUB, AND TRUNNION PIN NOT SHOWN FOR 10.

TOLERANCE KEY:

WHICH IS EXACTLY AT 90° WITH RESPECT TO DATUM AXIS.

PERPENDICULARITY: ORIENTATION TYPE TOLERANCE ZONE WITH A SURFACE

WITHIN WHICH THE ENTIRE SURFACE MUST LIE.

FLATNESS: FORM TYPE TOLERANCE ZONE AS DEFINED BY TWO PARALLEL PLANES

WITH DATUM AXIS

CONCENTRICITY: LOCATION TYPE TOLERANCE ZONE WHOSE AXIS COINCIDES

POSITION: LOCATION TYPE TOLERANCE ZONE AS APPLIED WITH COAXIALITY.

PARALLELISM: ORIENTATION TYPE TOLERANCE ZONE WITH A CYLINDRICAL SHAPE

DIMENSION TOLERANCE SYMBOLOGY (BASED ON ASME Y14.5-2009):9.

SPECIFICATIONS.

SHALL NOT VARY FROM A TRUE ARC BY MORE THAN 1/8 INCH PER THE

THE EDGES OF THE FRAMING MEMBERS TO WHICH THE SKIN PLATE IS TO BE WELDED 8.

INCH PER THE SPECIFICATIONS.

FROM THE NOMINAL SURFACE ESTABLISHED ON THE DRAWINGS BY MORE THAN 1/8

THE OUTSIDE FACE OF THE SKIN PLATE AFTER BEING WELDED SHALL NOT VARY 7.

DIMENSION BY MORE THAN 1/8 INCH PER THE SPECIFICATIONS.

THE OVERALL HEIGHT OF THE VALVES SHALL NOT VARY FROM THE NOMINAL 6.

END DIMENSIONS.

CONTROL DIMENSIONS INDICATING TWO NUMBERS REFER TO EQUAL BUT OPPOSITE 5.

FABRICATION.

ROLLED STEEL MEMBERS SHALL REMAIN WITHIN ASTM A6 MILL TOLERANCES AFTER 4.

ARC.

THEIR FULL LENGTH, OR CURVED AS SPECIFIED TO WITHIN 1/8" OF THE DESIGNATED

BUILT-UP STEEL MEMBERS SHALL BE STRAIGHT AS SPECIFIED TO WITHIN 1/8" ALONG 3.

FABRICATION WITHOUT ANY DEFORMATIONS INDUCED BY LOADING.

CAUSED BY WELDING AND COOLING. SPECIFIED DIMENSIONS ARE FOR THE FINISHED

FABRICATION TOLERANCES ARE TO BE MET BY TAKING INTO ACCOUNT DISTORTIONS 2.

DESIGNATED ON THE IDENTIFICATION PLATES DETAILED ON SHEET S-511.

INDIVIDUAL INSTANCES OF EACH STRUCTURE SHALL BE REFERRED TO AS

REPORTED ON THE AS-BUILT DRAWINGS ALONG WITH THE CONTROL DIMENSIONS.

SHALL BE WEIGHED PER THE SPECIFICATIONS, AND EACH WEIGHT SHALL BE

EACH VALVE AND INCLUDE ON THE AS-BUILT DRAWINGS. EACH INDIVIDUAL VALVE

PREPARE A SCHEDULE OF MEASURED VALUES FOR EACH CONTROL DIMENSION FOR 1.

GENERAL SHEET NOTES

2 3

STRUT A

C STRUT ARM

ARM

C STRUT

ARM

C STRUT L

4 5

TOLERANCE SYMBOL

TOLERANCE (IN INCHES)

REFERENCE DATUM

C TRUNNION PINL

Ø .005 A

0.003

0.005 A

0.010 B

0.003

0.005 A

0.010 B

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

SECTION

0 2' 4'1'

INSIDE FACE OF SKIN PLATE

S-103

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

A T

N N

U E D

A T

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T /T .O

N O

P R

O J E

C T C

O D

M A

T O

C /I

O N

T R

A C

T N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

C K I S

L A

N D

®of Engineers

US Army Corps

R O

C K I S

L A

N D D

T R

A N

S I

S O

A T

T A

T E

R V

A L V

E F

A B

A T

F U

L T

O N

L O

C K N

P I

E R B

A S

O N

T E

R V

A L V

E L E

V A

S-201

L O

A T

W A

M R

L D

O C

ELEVATION - TAINTER VALVE - INSTALLED

2'0 1' 4'

S-202

S-301

EL 572.5

C TRUNNION PINL

C STRUT ARML

CENTER OF GRAVITY WITHOUT TRUNNION HUB

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

CENTER OF GRAVITY WITH TRUNNION HUB

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

H15

12'-5 1/2 "

13'-10"

C TRUNNION PINL

4'0 2' 8'

1'-10"

LUG ATTACHMENTS.

DETAILS A15 AND H15 ARE BASED ON LIFTING VALVE SOLELY FROM LIFTING 2.

THIS SHEET FOR REFERENCE ONLY. NO WORK REQUIRED.1.

GENERAL SHEET NOTES

TAINTER VALVE C.G.

10"

TO DISSIMILAR METALS.

YOKE AT TIME OF INSTALLATION DUE

ANCHORAGE BARS AND NEW TRUNNION

PROPER ISOLATION OF STAINLESS STEEL

LIFTING LUG ATTACHMENT

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

E R

V A

L V

E L

E V

A T

S-202

L O

K A

T W

A T

R L

O C

E K

ELEVATION - SKIN PLATE

2'0 1' 4'

ELEVATION - GIRDER

A11

S-302

S-202

A11

11'-6"

13'-10 1/2 "

1'-2 1/4 "

LUG

C LIFTING L

LUG

C LIFTING L

OUTSIDE-TO-OUTSIDE OF SKIN PLATE

3/8

TYP

1/4

TYP

3/8

TYP

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

ELEVATION - TAINTER VALVE TOP SEAL

2'0 1' 4'

1'-2 1/4 " 2'-10 1/2 "2'-10 1/2 "2'-10 1/2 "2'-10 1/2 "

S-506-A1

S-510-A7

S-503-A1

S-504-A1

S-502-A1

S-502-A15

S-506-E13 S-506-E13 S-506-E13 S-506-E13

S-506-E13

S-505-A1

S-504-A1

S-503-A1

S-502-A15 S-507-G7

S-507-D1

S-507-G1

S-507-K1

S-507-G1

S-507-D1

S-510-A1

S-510-A1 S-506-A5

2'0 1' 4'

S-507-A1

SEALS NOT SHOWN FOR CLARITY1.

GENERAL SHEET NOTES

SECTION

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

M11

1' 2'0 6"

M11

S-302

1/4

S-505-A7

S-505-A11

S-505-A15

TYP

A17

DETAIL

S-507-D17

S-507-G17

S-202

A17

S-507-A17

S-510-A1

1' 2'0 6"

S-506-J13 1 3/16 "

3/8

TYP

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

T O

P C

H O

R D

T A

E R

V A

L V

S E

C T

S-301

L O

K A

T W

A T

R L

O C

E K

SECTION - TOP CHORD

2'0 1' 4'

S-303

J13

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

CONNECTION DETAIL

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

DETAIL

A13

5/16

1/4

5/16

1/4

97.22°

1' 2'0 6"

TRUNNION YOKE NOT SHOWN FOR CLARITY1.

GENERAL SHEET NOTES

1/4

5/16

CJP

UT 100%

1/4

5/16

S-301

A13

S-501

S-301

A13

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

E R

V A

L V

S E

C T

S-302

L O

K A

T W

A T

R L

O C

E K

'-7

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

SECTION

2'0 1' 4' A13

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

SECTION

8" 8"

'-1

17'- 3/8 "

13'-11 3/8 "

C PINL

DETAIL

S-303

1/4

H13

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

DETAIL

H13

3/8

S-509-A12

1' 2'0 6"

ARC LENGTHS TAKEN AT INSIDE SURFACE OF SKIN PLATE.1.

GENERAL SHEET NOTES

3/8

GRADE 325 BOLTS, TYP

Ø3/4 ASTM F3125

GRADE 325 BOLTS, TYP

Ø3/4 ASTM F3125

S-506-A9

ON R 16'-11 3/8"

S-507-A17

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

E R

V A

L V

S E

C T

S-303

L O

K A

T W

A T

R L

O C

E K

SCALE: 1"=1'-0"

SECTION - MIDDLE SKIN PLATE RIB AND STIFFENERS

0 1' 2'6"

0 1' 2'6"G9

SCALE: 1"=1'-0"

SECTION -TYP RIB DETAIL

TYP

1/4

TYP

1/4

5/16

TYP

SEALS NOT SHOWN FOR CLARITY1.

GENERAL SHEET NOTES

1/4

6"0 3" 1'

S-501-A1

S-507-K7

S-507-G7

S-506-A1

S-504-A1

S-503-A9

S-504-A1

S-503-A9

S-507-K1

S-506-E17

S-502-A15

S-503-A1

5/16

S-503-A1

SECTION - STRUT ARM INTERIOR BRACING CONNECTION

SCALE: 3"=1'-0"

TYP

5/16

TYP

S-506-E17

TYP

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

C R

O S

S B

R A

T A

E R

V A

L V

D E

T A

S-501

L O

K A

T W

A T

R L

O C

E K

S-501-A1

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

SYM ABOUT CL

3/8" PL

2'-1 3/4 "5'-6 3/8 "5'-6 3/8 "1'-6 1/4 "

14'-8 3/4 "

2 1/2 "

7 1 /2

9 1/2 "

1 1/2 "

2 1/4 "11 3/4 "

1'-2 7/8 " 1'-10 3/8 "

6'-4 1/4 "5'-8 3/4 " 2'-7 3/4 "

8 1/2 "

° 7

S-501

DETAIL - CROSSBRACING GUSSET PLATE

K1 1' 2'0 6"

5 7/8 "

R 1"

ASTM A709 GR50CROSSBRACE42S-501-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

DETAIL - CROSSBRACING

K7 1' 2'0 6"

D R

O L E

97.22°

R 1 1/2"

CONTRACTOR TO SUBMIT SPLICING DETAILS FOR S-501-A1 FOR APPROVAL.1.

GENERAL SHEET NOTES

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

E S

E A

L S

T A

E R

V A

L V

D E

T A

S-502

L O

K A

T W

A T

R L

O C

E K

17'-4 1/4 " CL OF BOLTS

17'-2 5/8 "

13/16 "

SLOTTED HOLE

1 1/4"x13/16"

17'-4 1/4 "

17'-0"

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

S-502-A1 S-502-A9

L6x6x1/2"

13/16 "

SECTION

SCALE: 6"=1'-0"

S-502

1 5/8 "

1 3/16 "

R 1 3/8"

3"0 6"1-1/2"

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

17'-4 1/4 " CL OF BOLTS

17'-2 3/4 "

13/16 "

ASTM A709 GR50SEAL ANGLE42S-502-A15

ASTM A36SIDE SEAL CLAMP42S-502-A9-1

SEE SPECIFICATIONSSIDE SEAL42S-502-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

1 3/4 "

INSIDE RADIUS OF PLATE

1 1/2 "

GRIND FLUSH

MATCH BOLT HOLE LOCATIONS S-502-A15 TO SKIN PLATE S-504-A1.2.

ADD TEFLON COATING TO SIDE SEAL S-502-A1.1.

GENERAL SHEET NOTES

S P

9/16

SLOTTED HOLE

13/16" x 1 3/16"

3 3/4 "

1/2" PL

CONTACT SURFACE OF RUBBER SEAL

1/16" TEFLON CLADDING ON

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

E R

V A

L V

D E

T A

S-503

L O

K A

T W

A T

R L

O C

E K

S-503-A1 S-503-A9

SCALE: 3"=1'-0"

1/2" PL5/8" PL

1'-4 3/4 "

1/2" PL5/8" PL

90°

2'0 1' 4' 2'0 1' 4' 6"0 3" 1'

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

S-503-L1 L1

WT10.5x34

S-503-H15

SCALE: 3"=1'-0"

H15

11'-4 1/2"

S-503-L9

2'0 1' 4'

'-8 /1

1'-0 9/16 "

3/8" PL

6"0 3" 1'

1/2" PL

10'-1'

1/2" PL

13/16 "

3/8

2 1/4 " 22 SPACES AT 6", STAGGERED, - 11'-0"

13/1 6"

ASTM A709 GR50STRUT ARM STIFFENER42S-503-L9

ASTM A709 GR50BOTTOM SEAL GIRDER21S-503-L1

ASTM A709 GR50CROSSBRACING FLANGE42S-503-H15

ASTM A709 GR50SIDE SEAL BOTTOM GIRDER42S-503-15

ASTM A709 GR50SIDE GIRDER42S-503-A9

ASTM A709 GR50WIRE ROPE GUARD ANGLE42S-503-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

1 1/2 " TYP

16'-11 3/8 "R

2'-8 5/16 "

L6x6x3/8"

17'-0"

TYP

13/16 "

TYP

1'- 3/

8 "

1'-10 3/8 " 8 9/16 "5 1/2 "

1 1/2 "

11'-2 1/2"

3" R

3/8 "

3'-0 1/2 "

1 5/8 " 1 5/8 "

1 1 /2

5/16

3/8

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

S K

L A

T E

A N

D S

F E

N E

R S

T A

E R

V A

L V

D E

T A

S-504

L O

K A

T W

A T

R L

O C

E K

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

DETAIL - SKIN PLATE AND STIFFENERS DETAIL - LIFTING EYE BOLT HOLES

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

16'-11 3/8 "

7'-9 3/8 "10 3/16 "

2" 4"

Ø13/16" TYP

5 1/2 "

22 SPACES @ 6" STAGGERED = 11'-0"

1'-2 1/2 " 11'-5 1/2 "

13'-10 1/2 "

Ø 13/16"

5/8" PL

1 1/2

" TYP

3/8

TYP

WT9X30 TYP

ASTM A709 GR50SKIN PLATE ASSEMBLY21S-504-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

17'-0"

9"1'-1 3/8 "1'-5 1/2 "1'-9 1/8 "2'-3 3/8 "

5 1/2 "11 3/4 "

ON R 16'-11 3/8"

ON R 17'-0"

1 7/16 "

6 1/16 "

11 13/16 "

S-504

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

1 7/16 "

6 1/16 "

11 13/16 "

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

T O

P S

E A

T A

E R

V A

L V

D E

T A

S-505

L O

K A

T W

A T

R L

O C

E K

4 3/8 "

S-505-A1

SCALE:

S-505-A7

A11

S-505-A11

1' 2'0 6" 1' 2'0 6" 1' 2'0 6"

1 3/16 "

S P

A C

E S

S P

A C

E S

S P

A C

E S

2" 2"

11/16 "

TYP

11/16 "

TYP

ENDS

AROUND

WRAP

ASTM A36TOP SEAL SHIMS21S-505-A15

ASTM A36TOP SEAL CLAMP21S-505-A11

RUBBERTOP SEAL21S-505-A7

ASTM A709 GR50TOP SEAL PLATE21S-505-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

1/2 "

S P

A C

E S

11/32 "R

TYP

1/8"x45°

1' 2'0 6"A15

S-505-A15

(1) 1/4"

(2) 1/8"

(2) 1/16"

7 9/16 "

Ø 1 1/4" x 82°

Ø11/16: THRU

1/2" PL

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

S T

R U

T A

R M

S A

N D

S T

E N

E R

T A

E R

V A

L V

D E

T A

S-506

L O

K A

T W

A T

R L

O C

E K

S-506-A1

S-506-A5

S-506-A9

S-506-A13

0 1' 2'6" 0 1' 2'6" 0 1' 2'6"

4 1/8 "

2 1/4 "

5 1/2 "

4 1/2 "

2 3/16 "

1/2" PL

1/4" PL

E13

SCALE: 6"=1'-0"

S-506-E13 E17

SCALE: 6"=1'-0"

S-506-E17 0 1' 2'6" 0 1' 2'6"

5 1/4 "

5 7/8 "

3 1/8 "

1' 2'0 6"

9 1/8 "

5/8 "

ASTM A709 GR50BOTTOM FLANGE BRACKET42S-506-J13

ASTM A709 GR50STRUT ARM RIB84S-506-E17

ASTM A709 GR50TOP SEAL STIFFENER84S-506-E13

ASTM A709 GR50BOTTOM SEAL ANGLE84S-506-A17

ASTM A709 GR50BOTTOM SEAL STIFFENER42S-506-A13

ASTM A709 GR50BOTTOM SEAL21S-506-A9

ASTM A709 GR50STRUT ARM42S-506-A5

ASTM A709 GR50STRUT ARM42S-506-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

W8x48 W8x48

A17

SCALE: 6"=1'-0"

S-506-A17 0 1' 2'6"

1 9/16 "

L3x4x3/8

13/16 "

TYP

2 1/8 "

5/8

J13

SCALE: 3"=1'-0"

S-506-J13

L3x5x3/8"

2 7/16 " 1 1/4 "

CUT FLUSH WITH 5/8" PLATE

5/8" PL

11/16 "

TYP

Ø 13/16"

5/16

125 125

3/8" PL

37°

1 1/2 "

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

S T

E N

E R

T A

E R

V A

L V

D E

T A

S-507

L O

K A

T W

A T

R L

O C

E K

S-509-D1

S-507-G1

1'-6 5/8 "

2'- 13/16 "

2'-2 13/16 "

3/8" PL

SCALE: 3"=1'-0"

S-507-K1 K1

3/8" PL

1'- 11/16 "

1 1 /2 "

1 1/ 2 "

1 1 /2 "

A11

S-507-A11

1 1 /2 "

ASTM A709 GR50CROSSBRACING WEB PLATE84S-507-K7

ASTM A709 GR50STIFFENER PLATE42S-507-K1

ASTM A36BOTTOM SEAL SHIMS42S-507-G17

ASTM A709 GR50STIFFENER PLATE84S-507-G7

ASTM A709 GR50STIFFENER PLATE84S-507-G1

ASTM A36BOTTOM SEAL SHIMS42S-507-D17

ASTM A709 GR50STIFFENER42S-507-D11

ASTM A709 GR50STIFFENER PLATE168S-507-D1

ASTM A709 GR50BOTTOM SEAL PLATE42S-507-A17

ASTM A709 GR50STIFFENER PLATE84S-507-A11

ASTM A709 GR50STIFFENER PLATE42S-509-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

D11

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

S-507-G7 3"0 6"1-1/2"

1/2" PL

7 1/8 "

SCALE: 6"=1'-0"

S-507-K7

1/2" PL

1 1/2 "

R 1

3/8" PL

R 1

3 3/ 4 "

3 7/ 8 "

1'-2 3/8 "

3/16 "

3/8" PL

2'-3 7/16 "

1 1/2 "R

1/4

2" R

A17

D17

S-507-D17

G17

2 3/4 "

1 3/8 "

1 7/16 " 2 3/8 "

1 5/8 "

1 3/8 " 8 1/8 "

1'-0"

" 4

6 9/16 "

9 1/4 "

9/16 "

TYP

1/8 "

1/2" PL

(2) 1/16" PL

(2) 1/8" PL

(2) 1/4" PL

(2) 1/16" PL

(2) 1/8" PL

(2) 1/4" PL

3"0 6"1-1/2"

6"0 3" 1'

6"0 3" 1' 6"0 3" 1'6"0 3" 1'

2 3/8 " 5

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

T R

U N

N H

U B

T A

E R

V A

L V

D E

T A

S-508

L O

K A

T W

A T

R L

O C

E K

ISOMETRIC

SECTION

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

SECTION

J13

S-508

1' 2'0 6" 1' 2'0 6"

1' 2'0 6"

1'-0"

1'-4"

1 1/16 "

1'-11 1/8 "

1'-2 1/8 "

1'-4"

1'-0 9/16 "

8 3/8 "

1'-3 3/4 "

3'-9 7/8 "

1 1/4 "4 1/2 "

ASTM A668 CLASS G FORGINGTRUNNION HUB42S-508-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

SHEET S-001.

TRUNNION HUB TO BE ULTRASONICALLY TESTED PER REQUIREMENTS ON 2.

CONNECTION.

BOLTED CONNECTION TO TRUNNION PLATE WILL A BE SLIP CRITICAL 1.

GENERAL SHEET NOTES

TO FAYING SURFACE.

APPLY SLIP CRITICAL PRIMER

WITH END FRAME BASE PLATE.

MILL SURFACE TO ACHIEVE 100% BEARING

CRITCAL CONNECTION TYP

GRADE A325 BOLTS, SLIP

Ø1 1/16" FOR 1" ASTM F3125

Ø 9.500- 0.000

+0.002

1/8"x30°

1/8"x30° 3 /8

TYP

3/ 8 "

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

T R

U N

N Y

O K

E A

N D

P L

A T

T A

E R

V A

L V

D E

T A

S-509

L O

K A

T W

A T

R L

O C

E K

S-509-A1

10 7/8 " 7 1/8 " 7 1/8 " 10 7/8 "

3'-0"

4" 2'-4" 4"

1'-6 1/16 "

3 7/8 " 3 7/8 "

1'-3"1'-3"

2 1/2 " THRU

- 0.000

+0.003

S-509-A12

A12

S-509-E12

E12

S-509-J12

J12

2"1'-0"

1'-4"

1 1/4 "

1/4 "R

S-509-N1

-0 .0

3/4 "

R 6"

R 1/4"

1 1/4 "

4" 4" 5 7/32 "5 1/32 "

1'-7 1/2 "

Ø 3/8"

7.500" -0.000

+0.003

5 1/4 "5 1/4 "1 1/2 "

1'-1 1/2 "

6 3/4 " R

/16

TYP

3/4" PL

1' 2'0 6"

6"0 3" 1'

1' 2'0 6"

1 3/4 "

3/4 " 3/4 "

3'-0"

9 1/8 " 2" 6 1/8 " 2"

10 5/16 "

3/4 " 3/4 "

UT 100%

CJP

ASTM A36KEEPER PLATE42S-509-N1

ASTM A36COLLAR WASHER84S-509-M7

UNS 95400

ASTM B148 ALUMINUM BRONZE BUSHING42S-509-J12

ASTM A36COLLAR WASHER42S-509-J7

ASME B30.26EYEBOLT42S-509-E17

ASTM A36SHIM PLATE42S-509-E12

MIN HARDNESS HB 280

4140 HT, MIN YIELD 90 ksiPIN42S-509-A17

ASTM A709 GR50TRUNNION PLATE42S-509-A12

ASTM A709 GR50TRUNNION YOKE42S-509-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

13/16 "

2" 2"

1/2 "

1/16 "

4 SP @ 90°

3/8"

"R 1/8" TYP

DEVELOPED

CIRCUMFERENCE

FULL INNER

J17

DETAIL - GREASE GROOVE

J17

S-509

PJP

1/2 "

2 1/2 "

A17

S-509-A17

1 1/4

3/4-10

1'-2"4"

3'-0"

1 1 /4

1 1/4 " R

5/8 "

1/4"x45° TYP

(1) 1/4 "

(2) 1/8"

(2) 1/16"

125125

E17

SCALE: 6" = 1'-0"

S-509-E17

3/4 "

2 1 /2" M

TRUNNION YOKE AND TRUNNION PIN TO BE REMOVED PRIOR TO SHIPPING. 3.

PIN MUST BE CHECKED FOR APPROPIATE FITMENT PRIOR TO SHIPPING.

TRUNNION YOKE, TRUNNION HUB, TRUNNION PIN BUSHING, AND TRUNNION 2.

TRUNNION YOKE TO BE ULTRASONICALLY TESTED 100%.1.

GENERAL SHEET NOTES

Ø 9.500"+0.005

+0.007

(2 PLACES)

3/4x10 UNC-2B x 1 1/4 DEEP

7.500

1'-1 1/2 "

2 1/2 "

CHAMFER

1/8"x30°

CHAMFER

1/8"x30°

5 5/32 " 5 5/32 "

6 1/8 " 6 1/8 "

4 PLACES

SPOT FACE Ø5"

4 PLACES

1-8 UNC-2B

HAT AND KEEPER BAR

SPOT FACE FOR TRUNNION PIN

TO WELDING

FN1 FIT PRIOR

S-509-J7

S-509-M7

7 5/8 "

1'-0"

7 5/8 "

1'-0"

FINISH ALL OVER

1/16" PL

1/8" PL

FINISH ALL OVER

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

G L

U G

A N

D C

A B

L E

C O

N N

E C

T A

E R

V A

L V

D E

T A

S-510

L O

K A

T W

A T

R L

O C

E K

DETAIL

1' 2'0 6"1' 2'0 6"

1 1/2 "

3 5/8 "

6 1/8 "

1 7/16 "

6 1/16 "

7 1/2 "

2".000

4 1/2 "

1'-0"

1'-2"

4 1/2 "

5 3/4 "

ASTM A709 GR50CABLE CONNECTION42S-510-A7

ASTM A709 GR50LIFTING EYE42S-510-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

1 1/4 "

1'- 3/4 "

17'-0"R

-0.000

+0.015

SURFACE

TO FAYING

CRITICAL PRIMER

APPLY SLIP

WITH SKIN PLATE.

BEARING SURFACE

ACHIEVE 100%

MILL SURFACE TO

SLIP CRITICAL CONNECTION

F3125 GRADE A325 BOLT,

Ø13/16" HOLE FOR 3/4" ASTM

F3125 GEADE A325 BOLT

Ø13/16" HOLE FOR 3/4" ASTM

1" R

11 1/2 "

4 11/16 "

2 13/16 "

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

N A

M E

P L

A T

T A

E R

V A

L V

D E

T A

S-511

L O

K A

T W

A T

R L

O C

E K

S-511-A1

SCALE: 6" = 1'-0"

1'-4"

7"7"1"

1/2" PL

1 1/4 "

3/8 "

3/4 "

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

VALVE TO THE NEAREST 100 LBS.

THE WEIGHT PLATE SHALL INDICATE THE AS-FABRICATED WEIGHT OF THE 2.

SECTION 35 20 16.

THE DESIGNATION NUMBER FOR EACH VALVE IS PROVIDED IN SPECIFICATION 1.

GENERAL SHEET NOTES

1/2 "

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

C O

N T

R A

C T

/T .O

P R

O J E

C T

C O

D E

M A

T O

C /I

C O

N T

R A

C T

N O

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

R O

C K

I S

L A

N D

®of Engineers

US Army Corps

R O

C K

I S

L A

N D

T R

A N

S I

S O

T A

E R

V A

L V

E F

A B

A T

F U

L T

O N

L O

C K

N O

P I

E R

B A

J O

N E

E R

O P

E A

S S

E M

B L

T A

E R

V A

L V

D E

T A

M-501

L O

K A

T W

A T

R L

T B

A R

E K

DETAIL - WIRE ROPE DRUM ASSEMBLY DETAIL - WIRE ROPE SOCKETS ASSEMBLY

SCALE: 3"=1'-0"

A13

M-501-F11 - WIRE ROPE SOCKET PIN

F11

M-501-K1 - CLAMP STUD

M-501-K5 - WIRE ROPE CLAMP

C DRUML

(1'-7 3/8")(4'-4 9/16")

5/8 " 1 5/8 "

3 1/4 "

5 1/4 "

4.258

2 1/16 " Ø

3" Ø 3" Ø

2 1/16 " Ø

2" 7/8 " 7/8 "

1/2 "

1 3/32" Ø 4

M A

& LOCK WASHER

HEAVY HEX NUT

7/8" - 9 UNC CLASS 5

1/4" DEEP

2 1/8" Ø COUNTERBORE

1" Ø DRILL THRU

R 1/16"

R 1/8"

45° 45

R 1/16"

R 1/4"

R 7/16"

EXISTING CABLE DRUM

EXISTING DRUM SHAFT

1/16" x 45° CHAMFER

LONG COTTER PIN

FOR 1/4" Ø X 2 1/2"

0.266" Ø DRILL THRU

45° CHAMFER

2 1/32" Ø THRU

SOCKET

SPELTER

OPEN

FILL WITH ZINC IN SPELTER SOCKET

UNRAVEL WIRE ROPE, BROOM OUT, AND

TYPE 304 STAINLESS STEEL

6 X 36 WIRE ROPE, 1" Ø

PICKUP ASSEMBLY

TAINTER VALVE

COTTER PIN

R 15"

2 1/16 "

250 250

M-501-F11

M-501-K11

M-501-K15

6"0 3" 1' 6"0 3" 1'

3"0 6"1-1/2"

3"0 6"1-1/2" 3"0 6"1-1/2"3"0 6"1-1/2"

-.000

+.005

M-501-K1

M-501-K5

ASTM A148 GR. 105-85DRUM SOCKET2M-501-A13-2

ASTM A148 GR. 105-85 - GALVANIZEDOPEN SPELTER SOCKET2M-501-A13-1

AISI 304 STAINLESS STEELCOTTER PIN2M-501-F11-2

AISI 304 STAINLESS STEELWIRE ROPE SOCKET PIN2M-501-F11-1

AISI 304 STAINLESS STEELSOCKET PIN WASHER2M-501-K15

AISI 304 STAINLESS STEELSOCKET PIN SPACER4M-501-K11

CLASS B MALLEABLE CAST IRONWIRE ROPE CLAMP6M-501-K5

ASTM A193 GR. B7 - COLD FINISHED STEEL ALLOYCLAMP STUD6M-501-K1

MATERIALDESCRIPTIONQTYMARK NO.

BILL OF MATERIALS

NOT TO INSTALL WIRE ROPE TO DRUM.

DETAIL M-501-A1 SHOWS INSTALLATION OF WIRE ROPE ASSEMBLY. CONTRACTOR IS 7.

GRIND M-501-A13-2 TO MATCH THE 15" RADIUS OF DRUM.6.

REMOVE ALL BURRS AND BREAK ALL SHARP EDGES.5.

PROVIDE AND INSTALL OPEN SPELTER SOCKET AND DRUM SOCKET TO WIRE ROPE.4.

WASHER, AND WIRE ROPE SOCKET PIN AND COTTER PIN.

PROVIDE CLAMP STUD, WIRE ROPE CLAMP, SOCKET PIN SPACER, SOCKET PIN 3.

MATERIAL SCHEDULE QUANTITIES ARE FOR ONE TAINTER VALVE.2.

FURNISH WIRE ROPE ACCORDING TO SPECIFICATIONS 35 01 70.1.

GENERAL SHEET NOTES

DRUM SOCKET WITH ZINC

OUT, AND FILL FABRICATED

UNRAVEL WIRE ROPE, BROOM

1 3/4 "

1 15/16 "

21/64 "

2 3/4 "

DRUM SOCKET

FABRICATED

PROVIDE

ROPE

IWRC, 1" Ø WIRE

PROVIDE 6 X 36

K11

M-501-K11 - SOCKET PIN SPACER

SCALE: 6"=1'-0" 3"0 6"1-1/2" K15

M-501-K15 - SOCKET PIN SPACER

SCALE: 6"=1'-0"

7/8 " Ø

7/8" - 9 UNC CLASS 2A

5/32" COTTER PIN

DRILL STUD FOR

1/16" x 45° CHAMFER

M-501-A13-2

M-501-A13-1

COTTER PIN (TYP OF 6 PER GATE)

PROVIDE 5/32" STAINLESS STEEL

3 3/4 "

NOTE: SEE GENERAL NOTE 7

B5MRLD13202201-CAD_SHEET-2022-07-21-G-001

B5MRLD13202201-CAD_SHEET-2022-07-21-S-001

B5MRLD13202201-CAD_SHEET-2022-07-21-S-101

B5MRLD13202201-CAD_SHEET-2022-07-21-S-102

B5MRLD13202201-CAD_SHEET-2022-07-21-S-103

B5MRLD13202201-CAD_SHEET-2022-07-21-S-201

B5MRLD13202201-CAD_SHEET-2022-07-21-S-202

B5MRLD13202201-CAD_SHEET-2022-07-21-S-301

B5MRLD13202201-CAD_SHEET-2022-07-21-S-302

B5MRLD13202201-CAD_SHEET-2022-07-21-S-303

B5MRLD13202201-CAD_SHEET-2022-07-21-S-501

B5MRLD13202201-CAD_SHEET-2022-07-21-S-502

B5MRLD13202201-CAD_SHEET-2022-07-21-S-503

B5MRLD13202201-CAD_SHEET-2022-07-21-S-504

B5MRLD13202201-CAD_SHEET-2022-07-21-S-505

B5MRLD13202201-CAD_SHEET-2022-07-21-S-506

B5MRLD13202201-CAD_SHEET-2022-07-21-S-507

B5MRLD13202201-CAD_SHEET-2022-07-21-S-508

B5MRLD13202201-CAD_SHEET-2022-07-21-S-509

B5MRLD13202201-CAD_SHEET-2022-07-21-S-510

B5MRLD13202201-CAD_SHEET-2022-07-21-S-511

B5MRLD13202201-CAD_SHEET-2022-07-21-M-501

	2023-04-20T13:54:57-0500
BARNES.ANDREW.G.1248281924

	2023-04-20T15:59:15-0500
LANDWEHR.KEVIN.J.1230550367

	2023-04-23T17:30:29-0500
STEWART.MATTHEW.E.1231228442

	toby.j.hunemuller@usace.army.mil
2023-04-24T07:47:19-0500
HUNEMULLER.TOBY.J.1258323862
I am approving this document

	2023-04-24T07:57:06-0500
PERK.ROGER.A.1231360758

File details come from the government source that posted it. Updated May 2, 2023.