A22 - W912EK23R0006 AMEND_0001 Drawings.pdf

PDF 2 MB Posted May 23, 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

About this file

Written by GovTribe AI · Dec 28, 2023

This set of documents includes engineering drawings and specifications for the fabrication of a tainter valve. The solicitation calls for the fabrication of one culvert valve assembly comprised of a valve body and all necessary installation items. Key details include fabrication to be completed according to the drawings and specifications, with welding, testing and inspection requirements specified. Structural steel, plates, shapes and castings must meet standards such as ASTM A709. Nondestructive testing including ultrasonic, radiographic, magnetic particle and visual inspection is required. The contract will be awarded by the US Army Corps of Engineers Rock Island District for work to be performed in Fulton, Illinois at Lock No. 13 on the Mississippi River Basin.

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

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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

REQUIREMENTS FOR DISCONTINUITIES IN ACCORDANCE WITH ASTM E446.

MUST ALSO MEET LEVEL 2 ACCEPTANCE CRITERIA IN ACCORDANCE WITH ASTM A802 AND LEVEL 2 TESTING

PROCEDURES AND MEET ACCEPTANCE CRITERIA EQUIVALENT OR EXCEEDING THAT OF ASTM A709/A709M. CASTINGS

CONFORM TO THE REQUIREMENTS OF ASTM A609/A609M. CHARPY IMPACT TESTING MUST CONFORM TO ASTM A370

REQUIREMENTS OF ASTM E94/E94M. PERFORM ULTRASONIC INSPECTION OF STEEL CASTINGS AT THE CASTING PLANT TO

8. PERFORM RADIOGRAPHIC INSPECTION OF STEEL CASTINGS AT THE CASTING PLANT TO CONFORM TO THE

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

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WRAP WELD AROUND END

JOINT IS FLUSH

GROOVE WELD IF

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PLAN - TAINTER VALVE

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TRUNNION PIN AND YOKE NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

C STRUT ARM

END SKIN PL

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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

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ASTM A709 GR50WT9x30105S-504-A1-2

ASTM A709 GR50T5/8" STEEL PLATE21S-504-A1-1

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"

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S-504

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S-506-A1

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S-506-A5

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S-506-A9

A13

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S-506-A13

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

4 1/8 "

2 1/4 "

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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 "

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ASTM A709 GR50BOTTOM FLANGE BRACKET42S-506-J13

ASTM A709 GR50STRUT ARM RIB2814S-506-E17

ASTM A709 GR50TOP SEAL STIFFENER105S-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"

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L3x4x3/8

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TYP

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5/8

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TYP

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ASTM A36BOTTOM SEAL SHIMS42S-507-G17

ASTM A709 GR50STIFFENER PLATE84S-507-G7

ASTM A709 GR50STIFFENER PLATE168S-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 PLATE84S-509-A1

MATERIALDESCRIPTIONTOTAL QTYQTYUNIT MARK NO

BILL OF MATERIALS

D11

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

S-507-D11

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

S-507-A17

D17

S-507-D17

G17

S-507-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

E R

M A

N D

U P

D A

T E

D M

A T

E R

R L

O C

E K

S-508-A1

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

DETAIL

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 "

CLASS 80/50 CASTING

OR ASTM A958 GRADE SC8620

ASTM A668 CLASS G FORGING, TRUNNION 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 "

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 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

E R

M A

N D

U P

D A

T E

D M

A T

E R

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 "

CJP

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

CLASS 80/50 CASTING

ASTM A958 GRADE SC8620

ASTM A709 GR50 OR TRUNNION 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

1' 2'0 6"

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 "

UT 100%

TYP

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

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

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

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

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

File details come from the government source that posted it. Updated May 23, 2023.