W912QR-61396929_Plans-0000.pdf

PDF 6 MB Posted Aug 5, 2026

Attached to: Cannelton Lock and Dam - culvert valve assemblies
Solicitation number: W912QR-61396929
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Aug 5, 2026

This is a detailed contract drawing set for the Main Chamber Culvert Valve Replacement project at Cannelton Locks and Dam in Cannelton, Indiana, issued by the US Army Corps of Engineers Louisville District.

The project involves the fabrication, assembly, painting, delivery, and installation of four complete culvert valve assemblies to replace existing valves in the main lock chamber. Key deliverables include: culvert valve bodies with skin plates and internal ribs, trunnion arms with bearing assemblies, horizontal and lower girders, hoist plates, strut assemblies with pins and bushings, bell crank mechanisms, top and side seal assemblies with J-bulb rubber seals, cathodic protection anodes, and all associated fasteners and mechanical linkages. The structural materials are primarily ASTM A709 steel (Grade 50F for fracture-critical members and Grade 50T for others), with select components in stainless steel (Type 316 and 630), aluminum bronze, and ductile iron castings. All valves must be identical and interchangeable as fabricated. Design elevations vary by location: upstream culvert at EL 332.00, downstream at EL 322.00. The contract includes detailed specifications for welding per AWS D1.5, complete joint penetration (CJP) welds on fracture-critical members, surface preparation and painting per specification section 09 97 02, and cathodic protection with mounted anodes. Shop drawings requiring government approval, bill of materials documentation, control dimension verification, and pre-fabrication testing per ACI 015 and associated specifications are mandatory. Installation requires unwatering of the culvert, removal of existing mechanical linkages and components, bearing block adjustment to achieve 0.15-inch vertical clearance, and reinstatement of mechanical systems with proper lubrication post-installation.

View the file

Other files

File	Type	Posted
W912QR-61396929_Plans_CertFinal-0002.pdf	PDF	Sep 8, 2026
RFP W912QR-61396929 Amendment 0002.pdf	PDF	Sep 8, 2026
W912QR-61396929_Specs_CertFinal-0002.pdf	PDF	Sep 8, 2026
2008_CV_Repair_Pictures.pdf	PDF	Aug 27, 2026
RFP W912QR-61396929 Amendment 0001.pdf	PDF	Aug 21, 2026
W912QR-61396929_Specs-0000.pdf	PDF	Aug 5, 2026
RFP W912QR-61396929.pdf	PDF	Aug 5, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

:1 1:

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

G-001

C O

S H

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C O

S H

N O

S-

- 0

.d w g

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A of Engineers US Army Corps

US Army Corps of Engineers ®

LOUISVILLE DISTRICT

CANNELTON LOCKS AND DAM

CANNELTON, IN 47520

MAIN CHAMBER CULVERT VALVE REPLACEMENT

P2 # 519284, FY 2026

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: JULY 2026

VOLUME: 1 OF 1

STRUCTURAL

SIGNATURES BELOW INCLUDE DESIGNERS

AND CHECKERS ON ALL SHEETS INCLUDED

IN THE FOLLOWING DRAWING SET.

DESIGNER: KEVIN BUIS

CHECKER: PHILIP HEID

SIGNATURES AFFIXED BELOW INDICATE

OFFICIAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET.

** THIS PROJECT WAS DESIGNED BY THE

U.S. ARMY CORPS OF ENGINEERS,

LOUISVILLE DISTRICT.

INDIVIDUALS WHOSE SIGNATURES AND

REGISTRATION DESIGNATIONS APPEAR

ON THESE DOCUMENTS ARE OPERATING

WITHIN THE SCOPE OF THEIR

EMPLOYMENT. SIGNATURES ARE

REQUIRED BY ER 1110-1-8152.

IAN F. MITCHELL, PE

CHIEF, ENGINEERING DIVISION

APPROVED: **

* APPROVAL RECOMMENDED SIGNATURE

INDICATES DESIGN AND QUALITY

CONTROL REVIEWS ARE COMPLETE,

INCLUDING ITR/ATR CERTIFICATION.

TECHNICAL LEAD

PHILIP G. HEID, PE

APPROVAL RECOMMENDED: *

DESIGNER: SUMER AL RAWI

MECHANICAL

MATTHEW REDDICKCHECKER:

05 August 2026

W912QR-61396929

2Q R

-6

9_ Pl an s-

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

:1 1:

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

G-002

, S

C O

F W

O R

D S

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C O

S H

N O

S-

- 0

.d w g

SHEET INDEX

SHEET ID SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 GENERAL NOTES

G-004 VICINITY, AERIAL AND LOCATION MAPS

STRUCTURAL

SD001 CULVERT VALVE AND LINKAGE REMOVAL DETAILS

SD002 CULVERT VALVE AND LINKAGE REMOVAL DETAILS

SD003 CULVERT VALVE AND LINKAGE REMOVAL DETAILS

SD004 CULVERT VALVE AND LINKAGE REMOVAL DETAILS

S-101 UPSTREAM / DOWNSTREAM LOCATION PLAN, ENLARGED PLAN AND ISOMETRIC

S-301 CULVERT VALVE SECTIONS

S-501 CULVERT VALVE PLAN, ELEVATION AND SECTIONS

S-502 CULVERT VALVE DETAILS - TRUNNION ARM ASSEMBLY

S-503 CULVERT VALVE DETAILS - TRUNNION ARM @ GIRDERS

S-504 CULVERT VALVE DETAILS - TRUNNION ARM

S-505 CULVERT VALVE DETAILS - HORIZONTAL GIRDER - UPPER GIRDER

S-506 CULVERT VALVE DETAILS - HORIZONTAL GIRDER - LOWER GIRDER

S-507 CULVERT VALVE DETAILS - HOIST PLATES

S-508 CULVERT VALVE DETAILS - SKIN PLATE AND RIB DETAILS

S-509 CULVERT VALVE DETAILS - SKIN PLATE AND RIB DETAILS

S-510 CULVERT VALVE DETAILS - SKIN PLATE AND RIB DETAILS

S-511 CULVERT VALVE DETAILS - GIRDER BRACE DETAILS

S-512 CULVERT VALVE SEAL DETAILS

S-513 CULVERT VALVE SEAL DETAILS

S-514 CULVERT VALVE SEAL DETAILS

S-515 CULVERT VALVE LIFTING LUG / LIFTING POINT DETAILS

S-516 CULVERT VALVE IDENTIFICATION PLATES AND ANODE DETAILS

S-517 CULVERT VALVE CONTROL DIMENSIONS FOR FABRICATION AND INSTALLATION

S-521 VALVE INSTALLATION - GENERAL ARRANGEMENT PLANS AND SECTIONS

S-522 VALVE INSTALLATION - INSTALLATION CLEARANCES

S-523 TRUNNION GIRDER ELEVATIONS AND SECTIONS

S-601 STRUCTRUAL BILL OF MATERIALS

S-901 CULVERT VALVE ISOMETRIC VIEWS

MECHANICAL

M-501 MECHANICAL DETAILS - SHEET 1

M-502 MECHANICAL DETAILS - SHEET 2

M-503 MECHANICAL DETAILS - SHEET 3

M-504 MECHANICAL DETAILS - SHEET 4

M-505 MECHANICAL DETAILS - SHEET 5

M-506 MECHANICAL DETAILS - SHEET 6

M-601 MECHANICAL MATERIAL SCHEDULE

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

G-003

N O

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C O

S H

N O

S-

- 0

.d w g

CULVERT VALVE WELDING NOTES:

1. QUALIFICATION OF WELDING PROCEDURES, OPERATORS, AND EQUIPMENT FOR WELDING TO STEEL MUST BE DONE

ACCORDING TO PROVISIONS OF SPECIFICATIONS 05 59 20 AND 35 20 16.46

2. BREAKS IN CJP WELD CALLOUTS ARE USED FOR EASE OF DETAILING. PREPARE CJP WELD SURFACES AS CONVENIENT TO

REDUCE DISTORTION, UNLESS NOTED OTHERWISE.

3. ALL CJP GROOVE WELDS IN BUTT JOINTS MUST BE GROUND FLUSH. THE SURFACE FINISH MUST SATISFY THE REQUIREMENTS OF

AWS D1.5 ARTICLE 5.6.2.2

4. ALL BACKING BARS MUST BE REMOVED.

5. ALL GROOVE WELDS IN T-JOINTS AND CORNER JOINTS MUST BE REINFORCED WITH FILLET WELDS WITH LEG SIZES EQUAL TO AT LEAST 25% OF THE THICKNESS THROUGH THE JOINT BEING REINFORCED OR AT LEAST 1/4", WHICHEVER IS GREATER. LEG

SIZES OF REINFORCING FILLETS NEED NOT EXCEED 1/2", UNLESS NOTED OTHERWISE.

6. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED WELDING INFORMATION MUST BE SUBMITTED BY THE CONTRACTOR FOR GOVERNMENT

APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

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

CRITICAL MEMBERS ARE FRACTURE-CRITICAL WELDS (FCW).

8. WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE MUST BE THE MINIMUM REQUIRED IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.5. FILLET WELDS MUST NOT BE SMALLER THAN 1/4-INCH, NOR LARGER THAN THE MAXIMUM SIZE PERMITTED IN AWS D1.5

9. ALL WELDS MUST BE CONTINUOUS AND FULLY WRAPPED TO SEAL THE JOINT AS SHOWN IN THE DETAIL ON THIS SHEET. SEAL WELDS MUST MATCH THE ADJACENT WELD SIZE. SEAL WELDS MUST BE SUBJECT TO THE SAME STANDARD OF QUALITY AS THE

ADJACENT WELDS WITHIN THE JOINT.

10. FILLET WELD REINFORCEMENT FOR GROOVE WELDS MUST BE WRAPPED AROUND CORNERS, UNLESS NOTED OTHERWISE.

11. THE SURFACE PROFILE OF ALL FILLET WELDS, INCLUDING SEAL WELDS AND GROOVE WELD REINFORCEMENT, MUST SATISFY

THE REQUIREMENTS OF AWS D1.5 SECTION 5.6.

12. WELD ACCESS HOLES MUST BE USED TO PREVENT THE INTERSECTION OF WELDS.

13. WELDS FOR TEMPORARY ATTACHMENTS USED FOR HANDLING BY THE FABRICATOR/ERECTOR MUST BE SUBMITTED FOR

GOVERNMENT APPROVAL.

14. ALL SPLICES MADE WHICH ARE NOT SHOWN ON THE CONTRACT DRAWINGS MUST BE CLEARLY SHOWN ON THE SHOP DRAWINGS AND CLOUDED FOR GOVERNMENT APPROVAL. ALL SPLICES MUST BE COMPLETE JOINT PENETRATION WELDS.

15. SKIN PLATE SPLICES MUST BE COMPLETE JOINT PENETRATION WELDS. SPLICES MUST BE LOCATED TO ALLOW FOR CJP AND SUBSEQUENT NDT. WELD ACCESS HOLES IN ADJOINING MEMBERS MAY BE REQUIRED. LOCATION OF SPLICE AND DETAILS

MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

CULVERT VALVE FASTENER NOTES:

1. INSTALL BOLTS FOR ATTACHMENT OF SIDE SEAL ASSEMBLIES, AND FOR TOP SEAL ASSEMBLY SNUG-TIGHT PRIOR TO

FINAL INSPECTION AND SHIPMENT. AFTER FINAL INSPECTION AND PRIOR TO SHIPMENT, REMOVE SIDE SEAL AND TOP SEAL BOLTS, WASHERS, AND NUTS. SHIP ALL BOLTS, WASHERS, AND NUTS IN SEPARATE CONTAINERS FOR THE SIDE SEAL ASSEMBLIES AND TOP SEAL ASSEMBLIES, CLEARLY MARKING WHICH VALVE THEY BELONG TO.

2. BOLT CONTAINERS SHALL BE SUITABLE FOR STORAGE OUTDOORS. ALL FASTENERS SHALL BE SUPPLIED WITH AN

APPROXIMATE 10% OVERAGE. FASTENERS THAT HAVE A QUANTITY OF LESS THAN 10 SHALL HAVE 1 SPARE FASTENER FOR

EACH FASTENER TYPE.

3. SHIP ALL BOLTS NEEDED FOR THE STRUT PIN KEEPER PLATE IN SEPARATE CONTAINERS, CLEARLY MARKING WHICH VALVE

THEY BELONG TO.

4. ALL BOLTS AND NUTS ARE TO BE HEAVY HEX STYLE, UNLESS NOTED OTHERWISE.

5. ALL ASTM F436 WASHERS ARE TO BE TYPE 1, UNLESS NOTED OTHERWISE.

6. ALL FASTENERS FOR SIDE SEALS AND TOP SEALS ARE TO BE STAINLESS STEEL TYPE 316. WHERE A HEAD OF A STAINLESS STEEL BOLT, WASHER, AND/OR NUT WILL COME INTO CONTACT WITH A CARBON STEEL PAINTED SURFACE, PROVIDE AN

OVERSIZED UHMW WASHER AS A DIELECTRIC SEPARATOR.

7. FOR ALL SIDE SEAL AND TOP SEAL ASSEMBLIES, APPLY AN ANTI-SEIZE COMPOUND COMPATIBLE WITH STAINLESS STEEL HARDWARE AND CERTIFIED FOR CONTINUOUS IMMERSION IN WATER. APPLY TO THREADS PRIOR TO INSTALLING LOCK NUT.

8. ALL ASTM F3125 GRADE A325 AND GRADE A449 BOLTS MUST BE PRETENSIONED PER THE SPECIFICATIONS UNLESS NOTED OTHERWISE.

9. ALL STAINLESS STEEL BOLTS AND SCREWS FOR SEAL CONNECTIONS MUST INSTALLED ACCORDING TO THE SEAL MANUFACTURERS

RECOMMENDATION.

10. ALL STAINLESS STEEL BOLTS, SCREWS, AND NUTS, AS WELL AS ASTM A449 BOLTS, MUST HAVE MARINE GRADE ANTI- GALLING COMPOUND APPLIED TO THE THREADS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

11. ALL BOLT HOLES MUST BE PRIMED AND PAINTED UNLESS NOTED OTHERWISE.

12. ALL FAYING SURFACES IN PRETENSIONED AND SLIP-CRITICAL CONNECTIONS MUST BE SHOP PRIMED WITH THE SPECIFIED ZINC-RICH PRIMER, BUT NOT PAINTED. NOTE THAT THE PRIMER SPECIFIED FOR FAYING SURFACES IS DIFFERENT THAN THE PRIMER SPECIFIED FOR PAINTED SURFACES. AFTER FINAL ASSEMBLY AND BOLT TENSIONING, THE CONNECTIONS, INCLUDING FASTENERS AND CREVICES OF ALL FAYING SURFACES, MUST BE BRUSH PAINTED WITH THE SPECIFIED SYSTEM.

13. ALL WASHERS MUST CONFORM TO THE DIMENSIONAL REQUIREMENTS OF ASTM F436, ROUND, UNLESS NOTED OTHERWISE.

WASHER MATERIAL MUST BE AS SPECIFIED.

14. ALL COUNTERSUNK BOLTS MUST HAVE SOCKET HEADS UNLESS NOTED OTHERWISE.

15. THE THREADS OF ALL BOLTS AND NUTS MUST HAVE LUBRICANT. THE INSIDE (BEARING) FACE OF THE NUT MUST ALSO HAVE LUBRICANT. AFTER TENSIONING AND PRIOR TO PAINTING, ALL LUBRICANT REMAINING ON EXPOSED SURFACES OF FASTENERS

MUST BE REMOVED.

16. ALL PLAIN BOLTS MUST BE PAINTED AFTER ASSEMBLY PER SPECIFICATION SECTION 09 97 02.

FRACTURE CRITICAL MEMBERS:

1. DOWNSTREAM FLANGES OF HORIZONTAL GIRDERS

2. VALVE BODY TRUNNION ARMS

3. TRUNNION GIRDER

4. HOIST PIN PLATES

DESIGN INFORMATION:

1. VALVES ARE DESIGNED FOR THE FOLLOWING CONDITIONS:

A. OPERATION THROUGH THEIR FULL RANGE OF MOTION WHILE SUBMERGED WITH UP TO 25 FEET OF HEAD DIFFERENTIAL

BETWEEN THE UPPER AND LOWER POOLS.

NORMAL UPPER POOL EL: 383

NORMAL LOWER POOL EL: 358

HYDROSTATIC DESIGN LOAD: 25FT

B. OPERATION THROUGH THEIR FULL RANGE OF MOTION IN A DRY CULVERT.

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

APPROXIMATELY 5,840 OR FEWER LOCK FILLING AND EMPTYING CYCLES PER YEAR. VALVE MECHANICAL COMPONENTS

WILL LIKELY REQUIRE AT LEAST ONE (1) REPLACEMENT DURING VALVE SERVICE LIFE.

3. THE ESTIMATED WEIGHT OF A SINGLE CULVERT VALVE IS 60,500 LBS

TESTING:

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

2. ALL TESTING REQUIREMENTS FOR VALVE FABRICATION SHALL BE IN ACCORDANCE TO AWS D1.5 AND THE SPECIFICATIONS.

3. A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING MUST BE PROPOSED BY THE CONTRACTOR AND INCLUDED IN THE WELD TRACKING LOG TEMPLATE, SUBJECT TO GOVERNMENT APPROVAL. ALL TESTS MUST BE

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

STRUCTURE QUANTITY:

1. UNLESS NOTED OTHERWISE, TOTAL STRUCTURE QUANTITY FOR THE PROJECT CONTRACT, INCLUDING ALL OPTIONS, FOR THE CULVERT VALVE IS AS FOLLOWS:

(4) FOUR VALVES INCLUDING ALL APPURTENANT ITEMS

2. STRUCTURE DESIGNATION NUMBERS ARE:

CAN-CV-1 (UPSTREAM RIVER WALL VALVE)

CAN-CV-2 (DOWNSTREAM RIVER WALL VALVE)

CAN-CV-3 (UPSTREAM MIDDLE WALL VALVE)

CAN-CV-4 (DOWNSTREAM MIDDLE WALL VALVE)

ELEVATION NOTES:

1. THE CONTRACT DRAWING ELEVATIONS ARE BASED ON THE OHIO RIVER DATUM (ORD)

2. THE AS-BUILT ELEVATIONS ARE BASED ON ORD.

3. ORD IS APPROXIMATELY 1.02' HIGHER THAN NAVD88. FOR EXAMPLE, TOP OF LOCK WALL ELEVATION IS 402' ORD AND 400.98' NAVD88.

4. THE CONTRACTOR CAN CALL THE CANNELTON LOCKS AND GET UPDATED RIVER ELEVATIONS AT 812-547-2962, 24 HRS A DAY.

WATER LEVEL ELEVATIONS ARE REPORTED IN ORD.

5. FOR SEASON SPECIFIC DATA SEE HYDROGRAPHS IN APPENDIX OF SPECIFICATIONS.

DEMOLITION / INSTALLATION GENERAL NOTES:

1. REMOVE VALVES IN ACCORDANCE WITH PROJECT SCOPE IN THE MAIN LOCK CHAMBER. TEMPORARILY STORE VALVES ON SITE AS DIRECTED BY THE CONTRACTING OFFICER. ALL REMOVAL AND STORAGE OF VALVES

SHALL BE IN ACCORDANCE WITH SECTION 02 41 00 OF THE TECHNICAL SPECIFICATIONS.

2. REMOVE AND STORE MECHANICAL LINKAGES AND ANCILLARY COMPONENTS AS INDICATED ON DEMOLITION SHEETS

AND SECTION 02 41 00 OF THE TECHNICAL SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR TRACKING ALL MISCELLANEOUS ITEMS ASSOCIATED WITH VALVE AND MACHINERY COMPONENTS SUCH AS FASTENERS, PINS, KEEPER PLATES, GREASE PIPING. LOST ITEMS WILL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

4. CONTRACTOR IS RESPONSIBLE FOR INSTALLING MECHANICAL LINKAGES AND LUBRICATING THE MECHANICAL COMPONENTS DURING AND AFTER REINSTALLATION AS INDICATED IN SECTION 35 20 16.46 (HYDRAULIC TAINTER GATES AND MECHANICAL LINKAGES)

OF THE TECHNICAL SPECIFICATIONS.

5. VISUAL INDICATOR AND LIMIT SWITCH ASSEMBLIES SHALL BE PRESERVED AND REINSTALLED BY THE CONTRACTOR UPON

COMPLETION OF THE PROJECT.

6. CONTRACTOR IS RESPONSIBLE FOR ALL UNWATERING EFFORTS INCLUDING, BUT NOT LIMITED TO, SETTING OF BULKHEADS, DRAW DOWN OF THE CULVERT, AND MAINTAINING THE AREA IN THE UNWATERED STATE. ALL UNWATERING EFFORTS

SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 35 80 01.00 06

CULVERT VALVE GENERAL NOTES:

1. FABRICATE, ASSEMBLE, PAINT, DELIVER AND INSTALL, COMPLETE CULVERT VALVE ASSEMBLIES AS SHOWN ON THE

CONTRACT DRAWINGS AND BID SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. A CULVERT VALVE ASSEMBLY IS COMPRISED OF ONE VALVE BODY, MECHANICAL LINKAGE AND ALL APPURTENANT ITEMS REQUIRED FOR INSTALLION.

QUANTITIES SHOWN IN THE CONTRACT DRAWINGS ARE FOR A SINGLE VALVE.

2. ALL VALVES MUST BE IDENTICAL (WITHIN TOLERANCES) AND MUST BE INTERCHANGEABLE AS-FABRICATED

3. AFTER FINAL INSPECTION, REMOVE SIDE SEAL KEEPER BARS, TOP SEAL KEEPER BARS, AND TOP SEAL SHIMS.

CLEARLY MARK WHICH VALVE THEY BELONG TO AND SHIP SEPARATE FROM THE VALVE PROTECTING THEM FROM DAMAGE. STORE J-SEALS IN BOXES AND LOOSELY ATTACH ALL OTHER ITEMS WITH TEMPORARY BOLTS. ALL

PERMANENT BOLTS TO BE STORED IN APPROPRIATE CONTAINERS.

4. SHIP J-BULB SEALS IN SEPARATE CONTAINERS, PROTECTING THEM FROM DAMAGE AND CLEARLY MARKING

WHICH VALVE THEY BELONG TO, AFTER FINAL INSPECTION AND PRIOR TO SHIPPING.

5. ALL DEFICIENCIES, INACCURACIES, OMISSIONS, DISCREPANCIES AND INTERFERENCES RELATED TO FABRICATION MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GOVERNMENT FOR RESOLUTION TO MINIMIZE DELAYS IN

ORDERING MATERIALS OR STARTING FABRICATION.

6. ALL STRUCTURAL STEEL PLATES AND SHAPES, UNLESS NOTED OTHERWISE, MUST CONFORM TO ASTM A709. SHAPES AND PLATES DESIGNATED AS FRACTURE CRITICAL MEMBERS (FCM) ON THE DRAWINGS MUST CONFORM TO GRADE 50F.

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

REQUIREMENTS FOR TEMPERATURE ZONE 2 FOR THEIR RESPECTIVE GRADES.

7. SPECIFIED DIMENSIONS ARE FINAL DIMENSIONS, AS MEASURED IN THE IN-SERVICE POSITION. THE FABRICATOR IS RESPONSIBLE FOR ACHIEVING THE SPECIFIED DIMENSIONS (WITHIN SPECIFIED TOLERANCES). THE FABRICATOR MUST CONSIDER AND ACCOUNT FOR THE EFFECTS OF MACHINING, SHRINKAGE, DISTORTION DUE TO WELDING, ORIENTATION

(AS-FABRICATED VS IN-SERVICE), AND OTHER FACTORS.

8. PRIOR TO START OF FABRICATION, SHOP DRAWINGS MUST BE SUBMITTED FOR GOVERNMENT APPROVAL IN ACCORDANCE

WITH THE SPECIFICATIONS.

9. THESE CONTRACT DRAWINGS MUST NOT BE USED AS DETAILED FABRICATION SHOP DRAWINGS. THE CONTRACTOR/FABRICATOR MUST SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SPECIFICATION SECTION 05 59 20 AND

SUBMIT TO GOVERNMENT FOR APPROVAL.

10. THE CONTRACT DRAWINGS ARE GENERALLY TO SCALE BUT SCALING SHOULD NOT BE USED TO OBTAIN FINAL

DIMENSIONS.

11. ALL MACHINED SURFACES MUST HAVE A MAXIMUM SURFACE ROUGHNESS OF 125 MICRO-INCHES, AS DEFINED BY ASME B46.1-2019, UNLESS NOTED OTHERWISE.

12. ALL EXPOSED STRUCTURAL STEEL, EXCEPT MACHINED SURFACES AND CORROSION RESISTANT SURFACES, MUST BE PAINTED IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02, UNLESS NOTED OTHERWISE. MACHINED AND FAYING SURFACES MUST BE PROTECTED AS NOTED IN THE SPECIFICATIONS. ALL WELDS MUST BE CLEANED AND INSPECTED

PRIOR TO PAINTING.

13. ALL WEIGHTS REPORTED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR MUST VERIFY WEIGHTS OF COMPONENTS PRIOR TO GENERATING ANY ID TAGS OR WEIGHT PLATES FOR THE COMPONENTS THAT WOULD REPORT

ITS WEIGHT.

14. ALL DRAIN HOLES MUST BE A MINIMUM 2 INCH DIAMETER, UNLESS NOTED OTHERWISE.

15. CONTRACTOR MUST SUBMIT A COMPLETE BILL OF MATERIALS ALONG WITH SHOP DRAWINGS FOR EACH STRUCTURE

FABRICATED.

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

:1 1:

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

G-004

Y, A

D L

O C

N M

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C O

S H

N O

S-

- 0

.d w gGENERAL NOTES:

1. THESE DRAWINGS AND SPECIFICATIONS OUTLINE THE DETAIL NECESSARY

TO REPLACE UP TO FOUR (4) CULVERT VALVES AT THE MAIN LOCK CHAMBER

OF THE CANNELTON LOCKS AND DAM.

2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND FACILITIES

REQUIRED TO REMOVE UP TO FOUR (4) EXISTING CULVERT VALVES; FABRICATE AND

INSTALL UP TO FOUR (4) CULVERT VALVES AND ASSOCIATED HOISTING MECHANISMS.

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3. MAIN CHAMBER IS TO BE OPERABLE TO PASS NAVIGATION TRAFFIC DURING

CONSTRUCTION. TEMPORARY CLOSURES MAY BE REQUESTED ACCORDING

TO SPECIFICATION 01 14 00.

4. CONTRACTOR IS TO UTILIZE THE AUXILIARY CHAMBER OR DOWNSTREAM OF

THE AUXILIARY CHAMBER FOR THE FLOATING PLANT MOORING.

5. UPSTREAM RIVER WALL CULVERT VALVE INSTALLATION MAY BE INSTALLED

FROM EITHER DOWNSTREAM OF THE DAM OR WITHIN THE MAIN CHAMBER

ACCORDING TO SPECIFICATION 01 14 00.

6. CONTRACTOR MAY TAKE, NOT MORE THAN, ONE (1) EMPTYING VALVE AND ONE (1)

FILLING VALVE OUT OF SERVICE AT A TIME.

SCALE:H9 SITE AERIAL MAP

NTS

SCALE:H1 VICINITY MAP

SCALE:A1 WORK LOCATION MAP

CULVERT VALVE REPLACEMENT

MONOLITHS R24-R25

CULVERT VALVE REPLACEMENT

MONOLITHS M3-M4

CULVERT VALVE REPLACEMENT

MONOLITHS M27-M28

CULVERT VALVE REPLACEMENT

MONOLITHS R49-R50

MAIN LOCK CHAMBER

AUXILIARY LOCK CHAMBER

CONTRACTOR

TRAILER

CONTRACTOR

PARKING

CONTRACTOR

MOORING

LOCATION

CONTRACTOR

MOORING

LOCATION

CONTRACTOR FLOATING

PLANT FOR UPSTREAM

MIDDLE WALL INSTALLATION

SEE NOTE #5

CONTRACTOR FLOATING

PLANT FOR DOWNSTREAM

MIDDLE WALL INSTALLATION

SEE NOTE #5

CONTRACTOR FLOATING

PLANT FOR DOWNSTREAM

RIVER WALL INSTALLATION

SEE NOTE #5

CONTRACTOR FLOATING

PLANT FOR UPSTREAM

RIVER WALL INSTALLATION

SEE NOTE #5

CONTRACTOR

LAY DOWN

AREA

APPROX

6000 SQ FT

CONTRACTOR FLOATING PLANT

FOR DOWNSTREAM RIVER WALL

AND MIDDLE WALL INSTALLATION

SEE NOTE #5

CONTRACTOR FLOATING PLANT

FOR UPSTREAM RIVER WALL

AND MIDDLE WALL INSTALLATION

SEE NOTE #5 W

R -6

Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

SD001

C U

E R

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

E R

S D

- 0

.d w g

1. INFORMATION ON THIS SHEET SERVES AS A REFERENCE DRAWING FROM

THE ORIGINAL PROJECT DRAWINGS; TO BE USED FOR REFERENCE AND TO

SHOW DEMOLITION REQUIREMENTS.

2. REMOVE MECHANICAL LINKAGES AND ANCILLARY

COMPONENTS AS INDICATED ON THIS SHEET. CONTRACTOR SHALL

TEMPORARILY STORE REMOVED COMPONENTS AT A STORAGE SITE

DESIGNATED BY GOVERNMENT AS INDICATED IN SECTION 02 41 00 OF

THE TECHNICAL SPECIFICATIONS.

3. CONTRACTOR IS RESPONSIBLE FOR TRACKING ALL MISCELLANEOUS

ITEMS ASSOCIATED WITH MACHINERY COMPONENTS SUCH AS

FASTENERS, PINS, KEEPER PLATES, GREASE PIPING. LOST ITEMS WILL

BE REPLACED AT THE CONTRACTOR'S EXPENSE.

4. VISUAL INDICATOR ASSEMBLIES SHALL BE PRESERVED AND

REINSTALLED BY THE CONTRACTOR UPON COMPLETION OF THE PROJECT.

5. FOR CULVERT VALVE REMOVAL, SEE SHEET SD002 AND SD003.

6. FOR BELL CRANK AND STRUT ARM REMOVAL, SEE SHEET SD001.

7. FOR BEARING ASSEMBLY REMOVAL, SEE SHEET SD004.

8. FULCRUM BEARING STAND TO REMAIN. REMOVE FULCRUM BUSHING FOR

REPLACEMENT.

9. CYLINDER AND PISTON TO REMAIN. REMOVE PISTON TO BELL CRANK PIN

AND KEEPER FOR REPLACEMENT.

10. ITEMS EMBEDDED IN CONCRETE ARE TO REMAIN.

GENERAL DEMOLITION / REMOVAL NOTES

REPLACE PIN

REPLACE VALVE

REPLACE STRUT

REPLACE PIN

REPLACE BELL CRANK

REPLACE BEARING BLOCKS;

EMBEDDED ANCHORAGES

TO REMAIN AND BE REUSED

REPLACE BEARING BLOCKS;

EMBEDDED ANCHORAGES

TO REMAIN AND BE REUSED

REPLACE VALVE

REPLACE STRUT

REPLACE PIN

REPLACE BELL CRANK

REPLACE PIN

BEARING BLOCK AND

PIN TO BE REPLACED;

EMBEDDED ANCHORAGE

TO REMAIN AND BE REUSED

HYDRAULIC CYLINDER

AND SHAFT TO REMAIN

AND BE REUSED

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

SD002

C U

E R

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

E R

S D

- 0

.d w g

1. INFORMATION ON THIS SHEET SERVES AS A REFERENCE DRAWING FROM

THE ORIGINAL PROJECT DRAWINGS; TO BE USED FOR REFERENCE AND TO

SHOW DEMOLITION REQUIREMENTS.

2. REMOVE CULVERT VALVE AS A FULL ASSEMBLY. DO NOT CUT OR DAMAGE.

3. EXISTING CULVERT VALVE IS APPROXIMATELY 61,000LBF. 3/8" GUSSET PLATES

WERE ADDED DURING REHABILITATION OF THE VALVES. SEE REFERENCE SHEETS

FOR DETAILS. THE ADDITIONAL WEIGHT FROM THE GUSSET PLATES IS INCLUDED

IN THE APPROXIMATE VALVE WEIGHT NUMBER. THIS WEIGHT DOES NOT INCLUDE

POSSIBLE SILT AND DEBRIS ON THE VALVE.

4. ZINC BACKING MATERIAL IS PRESENT BETWEEN THE TRUNNION BEARING ASSEMBLY

AND EMBEDDED TRUNNION BEARING BASE. REMOVE ALL BACKING MATERIAL BY

MECHANICAL MEANS. REMOVAL OF BACKING MATERIAL BY HEAT OR OPEN FLAME

IS NOT ALLOWED.

5. CULVERT VALVES HAVE BEEN REMOVED FOR PRIOR REHABILITATION. INFORMATION

ON CULVERT VALVE REMOVAL IS AVAILABLE UPON CONTRACTOR REQUEST.

6. CONTRACTOR MAY WELD ON ADDITIONAL LIFTING POINTS ON THE VALVE TO ASSIST

IN THE REMOVAL OF THE CULVERT VALVE ASSEMBLY. SUBMIT LIFTING LOCATIONS

AND DESIGN OF LIFTING POINTS IN THE DECONSTRUCTION PLAN IN ACCORDANCE

WITH SPECIFICATION SECTION 02 41 00. INFIELD WELDING ACCORDING TO AWS D1.1

7. EMBEDDED SIDE SEALS, SIDE SEAL GUIDE, AND EMBEDDED SILL BEAM TO REMAIN

GENERAL DEMOLITION / REMOVAL NOTES

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

SD003

C U

E R

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

E R

S D

- 0

.d w g

GENERAL DEMOLITION / REMOVAL NOTES

1. INFORMATION ON THIS SHEET SERVES AS A REFERENCE DRAWING FROM

THE ORIGINAL PROJECT DRAWINGS; TO BE USED FOR REFERENCE AND TO

SHOW DEMOLITION REQUIREMENTS.

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

SD004

C U

E R

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

E R

S D

- 0

.d w g

1. INFORMATION ON THIS SHEET SERVES AS A REFERENCE DRAWING FROM

THE ORIGINAL PROJECT DRAWINGS; TO BE USED FOR REFERENCE AND TO

SHOW DEMOLITION REQUIREMENTS.

2. REMOVE ALL ZINC BACKING MATERIAL VIA MECHANICAL METHODS. HEATING

AND OPEN FLAME IS NOT PERMITTED TO BE USED TO REMOVE ZINC MATERIAL.

3. THE TRUNNION BEARING ASSEMBLY HAS BEEN CONTINUOUSLY SUBMERGED

IT SHOULD BE EXPECTED THAT THE TRUNNION BEARING ASSEMBLY ANCHOR

BOLTS MAYBE SEIZED AND CORRODED. CUTTING OF THE BOLT HEADS VIA

MECHANICAL METHODS OR FLAME CUTTING IS ALLOWED. CARE SHALL BE

TAKEN NOT TO DAMAGE THE TRUNNION BEARING ASSEMBLY AND EMBEDDED

TRUNNION BEARING BASE.

4. PREVIOUS REMOVAL OF THE VALVES HAS SHOWN THE EMBEDDED NUT ON THE

BACKSIDE OF THE BEARING BASE CAN BE REUSED AFTER CHASING THE THREADS.

IF THE THREADS CANNOT BE REUSED, NOTIFY THE CONTRACTING OFFICER VIA RFI.

5. EMBEDDED TRUNNION BEARING BASE IS NOT TO BE REMOVED.

TRUNNION BEARING REMOVAL NOTES

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-101

D O

W N

L O

R G

A N

O M

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

A N

D H

S S

-1

, 3

.d w g

FACE OF SHAFT WALL

TRUNNION ARM

N N

E O

FACE OF CULVERT WALL

FACE OF SHAFT WALL

FACE OF CULVERT WALL

TRUNNION ARM

SCALE:

S-101 A1 CULVERT VALVE ENLARGED PLAN - TYPICAL

1/4" = 1'-0"

SCALE:H1 UPSTREAM / DOWNSTREAM CULVERT VALVE LOCATION PLAN - MAIN LOCK CHAMBER

GENERAL NOTES:

1. FOR INFORMATION RELATED TO MONOLITHS, SEE AS-BUILT DRAWINGS.

2. SEE SPECIFICATIONS SECTION 05 59 20 FOR WELDING AND INSPECTION

REQUIREMENTS.

S-101 A1

SIM

S-101 A1

S-101

SIM

S-101 A1

SIM

A-301 A14

S-301

26'-9" 26'-6"

FLOW

SYMMETRY ABOUT

'-0

6' -6

-6

FLOW

SCALE:A16 CULVERT VALVE ISOMETRIC - TYPICAL

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-301

C U

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

A N

D H

S S

-1

, 3

.d w g

T/ CULVERT

US (R25 & M3) EL 332.00

DS (R50 & M28) EL 322.00

B/ CULVERT (EL VARIES)

U N

/ MONOLITH

/ MECHANICAL PIT

TRUNNION PIN

EL 401.9 +/-

EL 395.66

/ MECHANICAL PIT

EL 395.66

EL 401.9 +/-

/ MONOLITH

T/ CULVERT

B/ CULVERT (EL VARIES)

US (R25 & M3) EL 332.00

DS (R50 & M28) EL 322.00

TRUNNION PIN

SCALE:

S-102 A1 CULVERT VALVE SECTION - TYPICAL

*CULVERT ELEVATION VARIES BETWEEN US AND DS MONOLITHS

SCALE:

S-101 A14 CULVERT VALVE SECTION - TYPICAL

*CULVERT ELEVATION VARIES BETWEEN US AND DS MONOLITHS

'-0

26'-9"

R25 '-8

1/ 4"

SID

E R

ADIU

S O F S

KIN

R24'-9"

14° 2' 10"

26'-6"

'-0

20'-0"

8'-0"

'-0

6' -4

16'-0" 2'-6"

1'-6"1'-6" 2'-6"

6'-0"1'-0" 1'-0"

FLOW

S-501

CULVERT

VALVE

BELL CRANK

ASSEMBLY

SEE MECHANICAL

STRUT ASSEMBLY

SEE MECHANICAL

H12

'-0

BELL CRANK

ASSEMBLY

SEE MECHANICAL

STRUT ASSEMBLY

SEE MECHANICAL

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-501

C U

, E

O N

A N

D S

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

H11

S-512 F11

S-509

S-507 H8

S-503 A9

VALVE

SEALS

SKIN PLATE

AND RIBS

HOIST

PLATE

HOIST

PLATE

S-506 G12

S-505

S-511 J10

UPPER

GIRDER

LOWER

GIRDER

A11

RIB 1

RIB 2

RIB 3

RIB 4

RIB 5

RIB 6

RIB 7

RIB 8

S-508

SKIN PLATE

AND RIBS

SCALE:

S-501 H1 CULVERT VALVE PLAN

3/8" = 1'-0"

S-501 H11 CULVERT VALVE SECTION PLAN PARALLEL WITH GIRDERS

S-501 A1 CULVERT VALVE SECTION - TYPICAL

SCALE:A11 CULVERT VALVE ELEVATION - TYPICAL

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-502

C U

N N

A R

M A

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

GENERAL NOTES:

1. TRUNNION ARM ASSEMBLIES ARE FRACTURE CRITICAL MEMBERS (FCM).

2. ALL DIMENSIONS SHOWN ARE FINISHED DIMENSIONS.

3. TRUNNION ARM SHALL BE ASTM A709 GR50F MATERIAL

SCALE:A1 TRUNNION ARM ASSEMBLY - SECTIONAL ELEVATION

S-502 K1 TRUNNION ARM ASSEMBLY - PLAN

1/2" = 1'-0"

S-502 K1

R5 3/4"

R1 '-4

1'-7"

11 1/2"

SCALE:A13 TRUNION ARM ASSEMBLY ISOMETRIC

SYMMETRY ABOUT CENTERLINE

TRUNNION ARM, FCM

TRUNNION GIRDER (MK-16), FCM

HORIZONTAL BRACE (MK-8)

W8x48

TRUNNION ARM GUSSET (MK-32)

PL 1"

TRUNNION ARM GUSSET (MK-15)

PL 1/2"

STIFFENER (MK-14)

PL 1"

LIFTING LUG (MK-33), FCM

PL 1"

CATHODIC PROTECTION

ANODES, TYP

TRUNNION GIRDER

END CAP (MK-17)

PL 1"

1' -7

-2

4' -0

O D

R O

H13

1' -5

14'-0"

3 SPACES @ 4'-8" =

CATHODIC PROTECTION ANODES

4'-0 1/2"

14'-0

3 SPACES @

4'-8

CATHODIC PROTECTIO

N ANODES

15'-0"

24'-8 7/8" 23'-11 3/8"

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

5' -1

2" DRAIN

HOLES, TYP

OF TRUNNION ARM

F TRUNNIO

N ARM

14° 2' 10"

CATHODIC PROTECTION ANODES, TYP

SEE DETAIL F12/S-516

9' -1

9' -0

6' -6

LIFTING LUG (MK-33), FCM

SEE DETAIL G17/S-515

LIFTING LUG (MK-33), FCM

SEE DETAIL G17/S-515

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-503

C U

N N

A R

T R

U N

N G

D H

O R

L G

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

SCALE:

S-502 A1

TRUNNION ARM @ HORIZONTAL GIRDER - UPPER AND LOWER GIRDERS

1" = 1'-0"

* DETAIL SIMILIAR FOR BOTH, UPPER AND LOWER,TRUNNION ARMS @ UPPER AND LOWER GIRDERS

* LIFTING LUGS ARE ONLY PLACED ON UPPER TRUNNION ARMS

S-502 A9

TRUNNION ARM @ TRUNNION GIRDER DETAIL

1" = 1'-0"

* DETAIL SIMILAR FOR BOTH, UPPER AND LOWER, TRUNNION ARMS @ TRUNNION GIRDER

* LIFTING LUGS ARE ONLY PLACED ON UPPER TRUNNION ARMS

S-502 H13

TRUNNION ARM @ TRUNNION GIRDER DETAIL

1" = 1'-0"

H13

S-503 A17 TRUNNION GIRDER SECTION

6'-0"

1' -6

6" 1'-6"

1/2" 6 1/4" 6 1/4"

6'-0"

2'-4 3/4"

3'-8 7/8"

A17

2' -9

-1

1/ 2"

1' -1

1'-3 1/2"

SCALE:

S-503 F6

TRUNNION ARM GUSSET DETAIL, PL 1/2"

1 1/2" = 1'-0"

HORIZONTAL GIRDER

FLANGE (MK-5 OR MK-6), PL 1"

TRUNNION ARM GUSSET (MK-32)

PL 1"

2" WELD ACCESS HOLE

SCALE:

S-503 K1 TRUNNION ARM STIFFENER DETAIL

S-503 K6

TRUNNION ARM GUSSET DETAIL, PL 1"

TRUNNION ARM FLANGE (MK-10)

PL 1 1/2"

HORIZONTAL GIRDER

FLANGE (MK-5 OR MK-6) , PL 1"

TRUNNION ARM FLANGE (MK-10)

PL 1 1/2"

PLAN SECTION A-A

6 1/4" 6 1/4"

1/4"

1 1/2" WELD

ACCESS HOLE

TRUNNION ARM

FLANGE (MK-10), PL 1 1/2"

1' -6

1" 6"

3/ 4" R2"

TRUNNION ARM

FLANGE (MK-10), PL 1 1/2"HORIZONTAL GIRDER

FLANGE (MK-4), PL 1 1/4"

HORIZONTAL GIRDER

FLANGE (MK-4), PL 1 1/4"TRUNNION ARM

GUSSET (MK-15), PL 1/2"

SECTION A-APLAN

3/8 3/8

1/4" STAINLESS STEEL

WELDMENT OVERLAY

TRUNNION ARM

TRUNNION GIRDER

(MK-16)

HORIZONTAL BRACE (MK-8)

W8x48

LIFTING LUG (MK-33), FCM

SEE DETAIL G10/S-515

HORIZONTAL BRACE (MK-8)

W8x48

TRUNNION ARM

3/8

'-1

TRUNNION GIRDER (MK-16)

CJP

TYP

FCW

TRUNNION ARM

2" DRAIN HOLE

LIFTING LUG (MK-33), FCM

SEE DETAIL G17/S-515

HORIZONTAL GIRDER

SKIN PLATE RIB

SKIN PLATE (MK-1)

TRUNNION GIRDER

END CAP (MK-17), PL 1"

TRUNNION GIRDER

END CAP (MK-17), PL 1"

TRUNNION GIRDER (MK-16)

2" DRAIN HOLE

TRUNNION ARM

LIFTING LUG (MK-33), FCM

SEE DETAIL G17/S-515

CJP

TYP

FCW

HORIZONTAL BRACE (MK-8)

W8x48

R 34'-1 3/8"

6 1/4"

6'-0"

R1'- 4 5

/8"

1'-7"

4'-1 1/2"

CJP

1/2 TYP

CJP

TYP

FCW

CJP

TYP

FCW

1/2PJP

TYP

CJP

1/4

STAINLESS

STEEL WELD

1/ 2"

C E

1'-7"

11 1/2"

TRUNNION BEARING

BLOCK AND BUSHING

SHOWN FOR CLARITY

1/4" MIN

OVERLAY

1 3/4" 1/4"

1'-4" RC2 FIT

TRUNNION ARM GUSSET (MK-15)

PL 1/2"

HORIZONTAL GIRDER

FLANGE (MK-4), PL 1 1/4"

TRUNNION ARM

GIRDER WEB (MK-7), PL 1"

SKIN PLATE RIB

SCALE:

S-503 F1 TRUNNION ARM SECTION

CJP, TYP

TRUNNION ARM TO

GIRDER FLANGE (MK-4)

SIDE SEAL ASSEMBLY

HORIZONTAL GIRDER

FLANGE (MK-4), PL 1 1/4"

TRUNNION ARM

GUSSET (MK-15), PL 1/2"

TRUNNION ARM

STIFFENER, PL 1"

BOTH SIDES OF

TRUNNION ARM WEB (MK-14)

HORIZONTAL GIRDER

FLANGE (MK-5 OR MK-6), PL 1"

TRUNNION ARM

GUSSET (MK-32), PL 1"

3/8 3/8

SKIN PLATE RIB

1'-0 1/2"

5 3/8"5 3/8"

1' -1

"1 1/

1/ 2"

CJP, TYP

TRUNNION ARM TO

GIRDER FLANGE

CJP, TYP

TRUNNION ARM TO

GIRDER FLANGE (MK-4)

1'-0 1/2"

1' -1

"1 1/

1/ 2"

TRUNNION ARM

GUSSET (MK-15), PL 1/2"

TRUNNION ARM WEB (MK-11)

PL 1"

2" WELD ACCESS

HOLES, TYP

2" WELD ACCESS

HOLES, TYP

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-504

C U

N N

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

SCALE:A1 TRUNNION ARM ELEVATION

* (2) TRUNNION ARMS REQUIRED PER VALVE

S-504 L1 TRUNNION ARM PLAN

-7

17'-3"4 SPACES @ 4'-3 3/4" =

DRAIN HOLES

23'-11 1/2"

2" DRAIN HOLES, TYP2" WELD ACCESS HOLES,

TYP @ BOTH ENDS

1'-0 1/2"

14° 2' 10"

SYMMETRY ABOUT CENTERLINE

° 5

R1'-0"

R1'- 0"

10"

SCALE:

S-504 F13 TRUNNION ARM SECTION

1' -1

1'-1 3/4"

1 1/2"1 1/2"

10 3/4"

S-504 F17 TRUNNION ARM SECTION

1/ 2"

1'-1 3/4"

10 3/4"

1 1/2" 1 1/2"

10"

R1'- 4 5

/8"

S-504 F13

F13

F17

20'-0"

23'-11 1/2" 24'-8 7/8"

24'-8 7/8" 1'-4 5/8"

SCALE:

S-504 A13 TRUNNION ARM DETAIL

A13

4'-1 1/2"

9 1/2"

2'-1 7/8"

1'-0 1/2"

10 3/4"

1 1/2" 1 1/2"

1'-1 3/4"

SECTION A-A

2" WELD ACCESS

HOLES, TYP

CJP

TYP

CJP

TYP

CJP

TYP

4'-0 1/2"14'-0"3 SPACES @ 4'-8" =

CATHODIC PROTECTION ANODE STUDS

(SEE SHEET S-502)

TRUNNION ARM FLANGE (MK-10)

PL 1 1/2"

TRUNNION ARM WEB (MK-11)

PL 1"

FLANGE (MK-10), PL 1 1/2"

WEB (MK-11), PL 1"

FLANGE (MK-10), PL 1 1/2"

WEB (MK-11), PL 1"

TRUNNION ARM FLANGE (MK-10), PL 1 1/2"

FLANGES ARE CUT FROM A SINGLE

PLATE, NO SPLICES REQUIRED FOR

TRUNNION HUB

TRUNNION ARM WEB (MK-11), PL 1"

WEBS ARE FULL LENGTH,

NO SPLICES ALLOWED

WEB (MK-11), PL 1"

FLANGE (MK-10), PL 1 1/2"

WEB (MK-11), PL 1"

FLANGE (MK-10), PL 1 1/2"

° 3

R34'-1 3/8"

CATHODIC PROTECTION ANODE STUDS;

FOR STUD PLACMENT, SEE DETAIL A1/S-502

FOR PROTECTION ANODE, SEE DETAIL F12/S-516

3/ 4"

1' -0

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-505

C U

H O

O N

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

SCALE:

H11

S-501 G12 HORIZONTAL GIRDER PLAN - UPPER GIRDER

1' = 1'-0"

R1'-0"

R8"R8"

SCALE:G1 HORIZONTAL GIRDER ISO - UPPER GIRDER

S-505 A12 HORIZONTAL GIRDER ELEVATION - UPPER GIRDER

2' -6

1/ 4"

2' -3

SCALE:

A12

S-505 A7

GIRDER WEB STIFFENER DETAIL, TYP

S-505 A1

GIRDER FLANGE DETAIL @ HOIST PLATE

GIRDER FLANGE (MK-5)

PL 1"

GIRDER WEB (MK-7)

PL 1"

GIRDER GUSSETS (MK-36)

PL 1"

A12

-0

R8"

R Y

3/4" 1'-2 3/4"

R2"

1' -0

-2

GIRDER FLANGE (MK-5)

PL 1"

HOIST PLATE (MK-9)

S-505 G7 GIRDER GUSSET DETAIL

4" 2'

-3

2' -6

GIRDER GUSSET (MK-13), PL 3/8"

SEE DETAIL G7/S-506

SKIN PLATE RIB WELD ACCESS HOLE, TYP

SKIN PLATE (MK-1)

PL 3/4"

GIRDER FLANGE (MK-4)

PL 1 1/4"

1/2

GIRDER FLANGE

TO RIB, TYP

GIRDER GUSSET (MK-13), PL 3/8"

SEE DETAIL G7/S-506

GIRDER FLANGE (MK-5)

PL 1"

TRUNNION ARM

MANUFACTURED

DATE PLATE (MK-28)

3" DRAIN

HOLES, TYP

R Y

/1 6"

CJP

TYP

SKIN PLATE RIB, TYP

GIRDER FLANGE (MK-4)

PL 1 1/4"

11 3/4"

5'-11 7/8"

7'-8 7/8"

GUSSET (MK-15), PL 1/2"

SEE DETAIL F6/S-503

TRUNNION ARM

TRUNNION ARM STIFFENER

(MK-14), PL 1"

GIRDER GUSSET (MK-13)

PL 3/8"

CJP

TYP

WELD ACCESS

HOLES, TYP

5"6 1/

1' -1

9 1/2" 9 1/2"

DRILL (6) 9/16" HOLES

MFR'D DATE PLATE,

SEE DETAIL K5/S-516

R Y

GIRDER GUSSET

(MK-36), PL 1"

GIRDER BRACES

(MK-34 / MK-35)

3" 3/4"

5'-11 7/8" 7'-8 7/8"

8 3/4"

TRUNNION ARM

GUSSET (MK-15)

PL 1/2"

GIRDER FLANGE (MK-4)

PL 1 1/4"

TRUNNION ARM

STIFFENER (MK-14)

PL 1"

SKIN PLATE RIB, TYP

1' -6

2' -8

OF RADIUS

2' -0

GIRDER BRACE

(MK-34 / MK-35)

WELD ACCESS

HOLES, TYP

SKIN PLATE RIB

SKIN PLATE (MK-1)

PL 3/4"

HOIST PLATE (MK-9)

1/2

GIRDER FLANGE

TO RIB, TYP

3/8

3/8 TYP

GIRDER FLANGE (MK-4)

PL 1 1/4"

GIRDER GUSSET (MK-36), PL 1"

SEE DETAIL L7/S-506

1' -1

2'-6 1/2"

14° 26' 24"

GIRDER WEB

(MK-7), PL 1"

GIRDER FLANGE

TO HOIST PLATE

CJP, TYP

R1'-0"

CJP

TYP

CJP

TYP

5 3/8"

R2"

HOIST PLATE WELDING

SEE SHEET S-507

3/8

3/8 TYP3/8

3/8 TYP

CATHODIC PROTECTION ANODES;

SEE DETAIL A17/S-516

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

/1 6"

GIRDER GUSSETS

(MK-36), PL 1"

TRUNNION ARM

STIFFENER (MK-14)

PL 1"

TRUNNION ARM

GUSSET (MK-32)

PL 1"

GIRDER FLANGE (MK-5)

PL 1"

HOIST PLATES (MK-9)

GIRDER FLANGE (MK-4)

PL 1 1/4"

GIRDER WEB (MK-7)

PL 1"

TRUNNION ARM

STIFFENER (MK-14), PL 1"

TRUNNION ARM

GUSSET (MK-32), PL 1"

GIRDER FLANGE (MK-5)

PL 1"

GIRDER BRACES

(MK-34 / MK-35)

GIRDER FLANGE (MK-4)

PL 1 1/4"

GIRDER WEB (MK-7)

PL 1"

TRUNNION ARM

GUSSET (MK-15)

PL 1/2"

HOIST PLATES (MK-9)

VALVE WEIGHT

PLATE (MK-27)

GIRDER GUSSETS (MK-13)

PL 3/8"

GIRDER GUSSETS

(MK-13), PL 3/8"

GIRDER GUSSETS (MK-13)

PL 3/8"

GIRDER FLANGE

(MK-5), PL 1"

GIRDER GUSSET

(MK-13), PL 3/8"

GIRDER GUSSETS

(MK-13), PL 3/8"

GIRDER GUSSETS

(MK-13), PL 3/8"

GIRDER FLANGE (MK-5)

PL 1"

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

L I

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-506

C U

O R

L G

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

SCALE:

H11

S-501 G12 HORIZONTAL GIRDER PLAN - LOWER GIRDER

1' -6

1' -0

5'-11 7/8"

7'-8 7/8"

SCALE:

A12

S-506 A1 GIRDER WEB GUSSET DETAIL

S-506 A7 GIRDER WEB GUSSET DETAIL

S-506 A12 HORIZONTAL GIRDER ELEVATION - LOWER GIRDER

4" 1"

2' -3

2' -6

R8"

SCALE:G1 HORIZONTAL GIRDER ISO - LOWER GIRDER

GIRDER GUSSET (MK-13), PL 3/8"

SEE DETAIL G7/S-506

GIRDER FLANGE (MK-6)

PL 1"

GIRDER FLANGE (MK-6)

PL 1"

GIRDER BRACE

GIRDER FLANGE (MK-4)

PL 1 1/4"

SKIN PLATE (MK-1)

PL 3/4"

SKIN PLATE RIB

GIRDER BRACES

(MK-34 / MK-35)

GIRDER FLANGE (MK-6)

PL 1"

GIRDER WEB (MK-7)

PL 1"

TRUNNION ARM

CJP

TYP

CJP

TYP

SKIN PLATE RIB, TYP

GIRDER FLANGE (MK-4)

PL 1 1/4"

3" DRAIN

HOLES, TYP

WELD ACCESS

HOLES, TYP

GUSSET (MK-15), PL 1/2"

SEE DETAIL F6/S-503

SKIN PLATE RIB, TYP

GIRDER GUSSET (MK-13)

PL 3/8"

TRUNNION ARM

GIRDER FLANGE (MK-4)

PL 1 1/4"

TRUNNION ARM GUSSET

(MK-15), PL 1/2"

GIRDER BRACE

(MK-34 / MK-35)

GIRDER WEB (MK-7)

PL 1"

8 3/4"6"

TRUNNION ARM STIFFENER

(MK-14), PL 1"

1/2

GIRDER FLANGE

TO RIB, TYP 1/2

GIRDER FLANGE

TO RIB, TYP

GIRDER FLANGE (MK-4)

PL 1 1/4"

SCALE:G7

GIRDER GUSSET ELEVATION, PL 3/8" (MK-13)

1' = 1'-0"

* (26) PIECES REQUIRED PER VALVE; (12) - UPPER GIRDER (14) - LOWER GIRDER

SCALE:L7

GIRDER GUSSET ELEVATION, PL 1" (MK-36)

* (4) PIECES REQUIRED PER VALVE; (2) - UPPER GIRDER (2) LOWER GIRDER

R2"

R2" R2"

'-1

1/ 4"

1'-0 1/2"

3" 4 1/2"

8 1/2"

1' -1

4" 2'

-3

7 3/4"

8" 2'

-3

1' -6

1" STEEL PLATE

39° 19' 46"

TRUNNION ARM STIFFENER

(MK-14), PL 1"

GIRDER FLANGE (MK-6)

PL 1"

GIRDER WEB (MK-7)

PL 1"

2' -6

1/ 4"

2' -3

GIRDER GUSSET (MK-13), PL 3/8"

SEE DETAIL G7/S-506

GIRDER GUSSET (MK-36), PL 1"

SEE DETAIL L7/S-506

R Y

GIRDER GUSSET (MK-13)

PL 3/8"

TRUNNION ARM

WELD ACCESS HOLE, TYP WELD ACCESS HOLE, TYP

/1 6"

1/ 4"

2' -3

2' -6

5"6 1/

3" 3/4"

GIRDER GUSSET (MK-13), PL 3/8"

SEE DETAIL G7/S-506

SKIN PLATE (MK-1)

PL 3/4"

CJP

TYP

3/8

3/8 TYP 3/8

3/8 TYP

R2"

CATHODIC PROTECTION ANODES;

SEE DETAIL F12/S-516

GIRDER GUSSET (MK-13)

PL 3/8"

GIRDER GUSSET

(MK-13), PL 3/8"

SKIN PLATE RIB, TYP

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

/1 6"

TRUNNION ARM

GUSSET (MK-32), PL 1"

TRUNNION ARM

STIFFENER (MK-14), PL 1"

GIRDER FLANGE (MK-4)

PL 1 1/4"

GIRDER WEB (MK-7)

PL 1"

GIRDER FLANGE (MK-6)

PL 1"

GIRDER BRACES

(MK-34 / MK-35)

TRUNNION ARM

GUSSET (MK-32), PL 1"

CATHODIC

PROTECTION

ANODE

GUSSET (MK-15)

PL 3/8"

GIRDER FLANGE (MK-4)

PL 1 1/4"

GIRDER GUSSETS (MK-13)

PL 3/8"

GIRDER FLANGE (MK-6)

PL 1"

GIRDER BRACES

(MK-34 / MK-35)

TRUNNION ARM

STIFFENER (MK-14), PL 1"

GIRDER WEB (MK-7)

PL 1"

R8 1/2"

GIRDER GUSSETS (MK-13)

PL 3/8"

GIRDER GUSSETS (MK-36)

PL 1"

GIRDER GUSSETS (MK-13)

PL 3/8"

GIRDER GUSSETS (MK-13)

PL 3/8"

R8 1 /2"

1/ 4"

8 1/2"

R8 1/4"

1/ 8"

2' -3

R 24'-10 1/4"

° 5

' 2 2"

7 3/4"

R2"

R2"R2"

7 3/4"1 1/

2' -3

-1

3/ 4"

3/8" STEEL PLATE

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

L I

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-507

C U

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

GENERAL NOTES

1. HOIST PLATE THICKNESS IS NOMINAL REMAINING THICKNESS AFTER FINISHING.

HOIST PLATES TO BE 1'-8 1/16" CLEAR INCLUDING THE BUSHINGS AFTER FINISHING.

2. HOIST PLATES ARE FCM'S

3. HOIST PLATES TO BE MADE FROM ASTM A709 GR50F MATERIAL

SCALE:H15 HOIST PLATE ISO

S-501 H1 HOIST PLATE ELEVATION

S-501 H8 HOIST PLATE ELEVATION

S-507 A15 HOIST PLATE

BRONZE BUSHING,

SEE DETAIL A9/M-502

1'-9"2 1/2" 2 1/2"

2' -1

1'-11 3/4"

2'-3 3/4"

2' -3

R1'-0"

1' -2

1/ 4"

R1 '-1

1 1/4"

SCALE:A8

HOIST PLATE ISOLATED ELEVATION (MK-37)

14° 26' 24"

3'-2" 1/2"7 1/4"

R25'-8 1/4"

R24'-10 1/4"

R7 7/8"

R4 3/4"

DRILL 9/16" HOLE

(6) REQUIRED PER PLATE

DRILL & TAP (4) HOLES

FOR STRUT PIN KEEPERS,

1"-8 UNC, 1.5" DEEP FOR

1"-8 X 1 1/2" UNC

HEX HEAD BOLTS

17° 31' 44"

6" 3"

6"1°

6 '

7 "

R2"

SKIN PLATE (MK-1)

PL 3/4"

SKIN PLATE RIB

GIRDER FLANGE (MK-4), FCM

PL 1 1/4"

WELD ACCESS

HOLES, TYP

HOIST PLATE (MK-9),

SEE DETAIL A1/S-507

CATHODIC PROTECTION ANODE;

SEE DETAIL F12/S-516

STRUT PIN,

SEE DETAIL A1/M-502

STRUT PIN KEEPER PLATE (MK-24),

SEE DETAIL F15/M-502

CJP

TYP

VALVE WEIGHT PLATE (MK-27),

SEE DETAIL A5/S-516

STRUT PIN,

SEE DETAIL A1/M-502

CULVERT VALVE

IDENTIFICATION PLATE (MK-29),

SEE DETAIL F5/S-516

CATHODIC PROTECTION ANODE;

SEE DETAIL F12/S-516

HOIST PLATE (MK-37),

SEE DETAIL A8/S-507

WELD ACCESS

HOLES, TYP

GIRDER FLANGE (MK-4), FCM

PL 1 1/4"

SKIN PLATE (MK-1)

PL 3/4"

SKIN PLATE RIB

STRUT PIN BUSHING,

SEE DETAIL L9/M-501

CJP

TYP

R Y

3/4" 3/4"

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

CATHODIC PROTECTION ANODE;

WELD STUD TO EXTERIOR

FACE OF HOIST PLATE

HOIST PLATE (MK-9)

SKIN PLATE RIB

@ HOIST PLATE

HORIZONTAL GIRDER

UPPER GIRDER

HOIST PLATE (MK-9)

VALVE WEIGHT PLATE (MK-27)

CATHODIC PROTECTION ANODE

STRUT PIN KEEPER PLATE,

SEE MECHANICAL (MK-24)

SKIN PLATE RIB,

HOIST RIB

HORIZONTAL GIRDER,

UPPER GIRDER

MANUFACTURED

DATE PLATE (MK-28)

TOP SEAL ASSEMBLY TOP SEAL ASSEMBLY

1'-8 1/16"

STRUT PIN KEEPER PLATE

HARDWARE (F4), TYP

IDENTIFICATION PLATES

HARDWARE (F4), TYP

8 3/4"

LOWER STRUT SEPARATION

BUSHING, SEE MECHANICAL

SCALE:A1

HOIST PLATE ISOLATED ELEVATION (MK-9)

STRUT PIN KEEPER PLATE #2 (MK-38),

SEE DETAIL F9/M-503

HOIST PLATE (MK-37)

STRUT PIN KEEPER PLATE #2

HARDWARE (F9), TYP

HOIST PLATE (MK-37)

STRUT PIN KEEPER

PLATE #2 (MK-38),

SEE MECHANICAL

R1'-0"

1/ 2"

R4 3/4"

2' -3

3' -2

° 2

2' -1

1/ 2"

R24'-10 1/4"

R2"

1 1/4"

2'-3 3/4" 1'-11 3/4"

4" 6"

1" 1"

1° 46 ' 37"

R25'-8 1/4"

DRILL 9/16" HOLE

(6) REQUIRED PER PLATE

CATHODIC PROTECTION ANODE;

WELD STUD TO EXTERIOR

FACE OF HOIST PLATE

1'-1 1/8"

R11 1/4"

7 1/4" 4" 8 3/4"

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

L I

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-508

C U

N D

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

.d w g

R Y

E R

, T

T S-

, T

T S-

R Y

D E

H O

E R

, T

T S-

, T

T S-

9) SKIN PLATE (MK-1)

PL 3/4"

SKIN PLATE

LIFTING POINT,

SEE SHEET S-515

1'-2 1/8"1'-10 1/2"1'-10 1/2"1'-10"11 3/4"11 3/4"

7'-8 7/8"

(39) 13/16" Ø HOLES

FOR 3/4"-10 X 3"

SS HEX BOLTS

2'-1 3/8"

WORK POINT

R25'-8 1/4"

7'-8 7/8"

11 3/4" 11 3/4"1'-10"1'-10 1/2"1'-10 1/2"1'-2 1/8"

2'-1 3/8"

(39) 13/16" HOLES

FOR 3/4"-10 X 3"

HEX BOLTS

SKIN PLATE (MK-1)

PL 3/4"

SKIN PLATE

LIFTING POINT

SEE SHEET S-515

CATHODIC

PROTECTION

ANODES;

SEE DETAIL

F12/S-516

SCALE:

F11

S-508 F1 SKIN PLATE ELEVATION - US FACE

SCALE:F11 VALVE ELEVATION - SKIN PLATE DETAILS

(CATHO

DIC PRO

TECTIO

N) 4 SPACES @

4'-4 1/2" = 17'-6"

EASURED O

N R25'-8 1/4"

S-508 F6 SKIN PLATE ELEVATION - DS FACE

1'-10 1/2" 1'-10 1/2" 1'-10 5/8"

@ HOIST PLATES

1/2

1/2100% MT TYP SKIN PLATE RIB

SKIN PLATE (MK-1)

PL 3/4"

7'-8 7/8"

11 3/4" 1'-2 1/8"1'-10 1/2"1'-10 1/2"1'-10"11 3/4"

SCALE:

S-508 A11 SKIN PLATE AND RIB SECTION - RIB LOCATION DETAIL

R Y

S-508 A6

SKIN PLATE RIB

SKIN PLATE GUSSET (MK-12)

PL 3/8"

1 1/2" Ø WELD

ACCESS HOLE

1/2

1/2 TYP

SKIN PLATE (MK-1)

PL 3/4"

SCALE:

A11

S-508 A6 SKIN PLATE GUSSET DETAIL

3" = 1'-0"

EASURED O

N R25'-8 1/4"

OF CATHODIC PROTECTION ANODE

OF C

ATHODIC

PROTECTIO

N ANODE

/16

" Ø H

OLE

OF 13/16" Ø HOLE

A16

ORK P

OIN

T O

F TRUNNION ARM

10° 31' 46"

(13/16" Ø

LES) 38 SPACES @

6 1/2" = 20'-7"

1'-9 5/8" 6"

OF TRUNNION ARM

SKIN PLATE

GUSSET (MK-12),

TYP; PL 3/8"

3 3/4"

/ OF SKIN PLATE

1.7°

SKIN

PLATE

LIFTIN

HOIST PLATES

AND GIRDERS

NOT SHOWN

FOR CLARITY

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

N N

T D

E D

C R

O N

U .S

. A R

M Y

C O

O F

R S

S-509

C U

N D

O :\E

D \P ub lic

\C iv il\

C an ne lto n

M ai n C ul ve rt Va lv e

R ep la ce m en t\P la n Se ts \0

2_ D ra w in gs

\C U

S -5

-5

OF S

KIN

USSET

OF SKIN PLATE GUSSET

ORK P

OIN

SCALE:F11 VALVE ELEVATION - SKIN PLATE RIB DETAILS

INSIDE RADIUS OF SKIN PLATE

USSET PL 3/8") 11 SPACES @

22" = 20'-2"

EASURED O

N R25'-8 1/4"

WORK POINT

SCALE:

F11

S-509 A6

RIB DETAIL @ TOP SEAL

SCALE:F6 SKIN PLATE RIB

* RIBS 1, 2, 3, 6, 7 AND 8 (LONG RIBS)

RIB WEB (MK-3)

RIB FLANGE (MK-2)

PL 3/4"

3/4"

SCALE:

F11

S-509 A16

RIB DETAIL @ WORK POINT

S-509 A11

RIB DETAIL @ BOTTOM EDGE

SKIN PLATE GUSSET

(MK-12), PL 3/8"

GUSSETS AT RIBS

1 AND 8 ONLY

SKIN PLATE (MK-1)

PL 3/4"

WORK POINT

3/4"

RIB WEB, PL 3/4"

BOTTOM EDGE OF RIB

CUT PERPENDICULAR

TO CULVERT FLOOR

SECTION A-A

6" 3"

3/4"

3/ 4"

1/2

TYP

R25'-8 1/4"

9 1/4"

3/4"

3 1/4"

R1 1/2"

3/8

3/8 TYP

3/8

3/8 TYP

TOP SEAL PLATE

(MK-18), PL 3/8"

SKIN PLATE (MK-1)

PL 3/4"

RIB WEB (MK-3)

PL 3/4"

RIB FLANGE (MK-2)

PL 3/4"

R25'-8 1/4"

WELD ACCESS

HOLE

OF TRUNNION ARM

F TRUNNIO

N ARM

SKIN PLATE GUSSET (MK-12)

PL 3/8"

RIB WEB (MK-3)

PL 3/4"

RIB FLANGE (MK-2)

PL 3/4"

10° 31' 50"

SCALE:F1 SKIN PLATE AND RIB ISO

* RIBS 1, 2, 3, 6, 7 AND 8 (LONG RIBS)

* RIBS 1, 2, & 3 ARE SHOWN

TOP SEAL PLATE (MK-18)

PL 3/8"

SKIN PLATE (MK-1)

PL 3/4"

SKIN PLATE GUSSET (MK-12)

PL 3/8"

25°

21'-3 1/8"

90°

62.6°

1'-0 5/8" 3/4" 1'-1 3/8"

4 1/2"

.6°

94.8°

9"8 1/4"

13/16" Ø HOLE, TYP

R1/8"

SKIN PLATE RIB

2Q R

-6

9_ Pl an s-

A of Engineers US Army Corps

SHEET ID

, I N

N L

O C

N D

N C

C U

T P2

4, F

. M

N S

E, K

C O

R R

D F

C O

N O

B Y:

D R

B Y:

C H

D B

L I

N N

T D

E D

C R

T…

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

File details come from the government source that posted it. Updated Aug 5, 2026.