MDC 353-E507-2012-01 Revision A Dredge Pipe Arrangement.pdf

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Attached to
Yaquina Overhaul FY27
Solicitation number
W9127N26BA029_
Issued by

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This is a technical drawing for dredge pipe arrangement as part of the Dredging Phase 4 Residential Repower project at the CENVP Bridge Yaquina location. The drawing depicts plan and elevation views of pipe configurations, including multiple pipe segments (PFK-01 through PFK-05), casting locations, support structures, and connection details for dredge operations.

The drawing specifies four casting types: Dredge Elbow Casting, Dredge T-Pipe Casting, Dredge Y-Pipe Casting, and Dredge Tee Casing Foundation, each with associated drawing numbers in the 353-E507-2012 series. The bill of materials identifies required materials including steel pipes of various sizes and fittings, rubber and neoprene gaskets, valve kits, and miscellaneous fasteners. General notes provide construction specifications for pipe installation, welding requirements, support installation at waterstops, and clearance specifications. The drawing is dated July 28, 2011 with revision index D and drawing number 2507 353-E507-2012-01, indicating this is a design document for a marine infrastructure improvement project managed by the Marine Design Center.

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%%UPLAN VIEW 5-A

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SEACHEST

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SEACHEST

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APPROVED BY:

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DATE:

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DRAWN BY:

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DRAWING NUMBER

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DEPARTMENT OF THE ARMY

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MARINE DESIGN CENTER

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CORPS OF ENGINEERS

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100 PENN SQUARE EAST ROOM 630 SOUTH PHILADELPHIA, PA 19107 215 656-6850

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JULY 06, 2011

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DREDGE PIPE ARRANGEMENT

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CENWP DREDGE YAQUINA

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SEQUENTIAL REPOWERING PHASE 4

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DRAWING

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QTY

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DESCRIPTION

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MATL

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SPEC

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AutoCAD SHX Text VALVE, GATE, 500mm IHC

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AutoCAD SHX Text ELBOW, 90 DEGREE, 500mm.

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AutoCAD SHX Text WYE, 500mm X 500mm X 24"

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AutoCAD SHX Text PIPE, 500mm TRIBRAZE 6 @ 10'-0"

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PIPE, SEAMLESS, 3" SCH 120

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BILL OF MATERIALS

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DREDGE ELBOW CASTING

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AutoCAD SHX Text 1, STANDARDIZED PIPE LENGTHS. STANDARDIZED PIPE LENGTHS. 2, NAMED PIPE SECTION. NAMED PIPE SECTION. 3. CHANGED THE LENGTH OF THE FLEX PIECES FROM 18" TO 16". CHANGED THE LENGTH OF THE FLEX PIECES FROM 18" TO 16". 4. ADDED GENERAL NOTES 17, 18, 19 & 20. ADDED GENERAL NOTES 17, 18, 19 & 20. 5. ADDED SUPPORT NOTES. ADDED SUPPORT NOTES. 6. MODIFIED QUANTITIES IN BOM.MODIFIED QUANTITIES IN BOM.

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DESCRIPTION

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DATE

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REVISIONS

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JULY 21, 2011

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STEEL

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418/ 512 BHN

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AutoCAD SHX Text S-PIPE, 13 INCH OFFSET, 500mm

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AutoCAD SHX Text FLEX, 500mm", 16" LONG

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CUSTOM FLANGE

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DREDGE S-PIPE CASTING

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DREDGE WYE CASTING

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DREDGE PUMP & ENGINE FOUNDATION

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STEEL

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RUBBER

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STEEL

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STEEL

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STEEL

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GOVERNMENT FURNISHED

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STEEL

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ASTM A106

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1. THIS DRAWING HAS BEEN DEVELOPED TO PROVIDE INFORMATION FOR THE PURPOSE OF THIS DRAWING HAS BEEN DEVELOPED TO PROVIDE INFORMATION FOR THE PURPOSE OF BIDDING ON AND INSTALLING THE NEW DREDGE SYSTEM PIPING ON THE U.S. ARMY CORPS OF ENGINEERS DREDGE YAQUINA. 2. FRAME SPACING IS 2'-3" IN THE AREA CONCERNED. FRAME SPACING IS 2'-3" IN THE AREA CONCERNED. 3. THE 500mm PIPE SHALL BE FURNISHED BY THE GOVERNMENT IN STOCK LENGTHS. THE THE 500mm PIPE SHALL BE FURNISHED BY THE GOVERNMENT IN STOCK LENGTHS. THE CONTRACTOR SHALL CUT THE PIPE TO THE DIMENSIONS SHOWN OR AS DIRECTED BY THE GOVERNMENT DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL INSTALL AND WELD ALL PIPE FLANGES. THE CONTRACTOR SHALL INSTALL AND WELD ALL PIPE FLANGES. 5. THERE SHALL BE WATERTIGHT COLLARS INSTALLED AND WELDED AT THE WATERTIGHT THERE SHALL BE WATERTIGHT COLLARS INSTALLED AND WELDED AT THE WATERTIGHT BOUNDARIES. 6. THE CONTRACTOR SHALL PROVIDE AND INSTALL " RED RUBBER GASKETS BETWEEN THE CONTRACTOR SHALL PROVIDE AND INSTALL " RED RUBBER GASKETS BETWEEN 18" RED RUBBER GASKETS BETWEEN THE FLANGES. . 7. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS, NUTS AND WASHERS THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL BOLTS, NUTS AND WASHERS INCLUDING THE BOLTS REQUIRED FOR THE VALVES. ALL HARDWARE SHALL MEET THE REQUIREMENTS OF THE EQUIPMENT. WHERE THERE AR NO REQUIREMENTS THE HARDWARE SHALL BE GRADE 5. . 8. THE VERTICAL PIPE RUNS SHALL BE SUPPORTED USING THE EXISTING PIPE SUPPORT THE VERTICAL PIPE RUNS SHALL BE SUPPORTED USING THE EXISTING PIPE SUPPORT STRUCTURE WHICH SHALL BE MODIFIED TO MATCH THE NEW INSTALLATION. 9. ALL WELDING SHALL CONFORM TO THE CURRENT ABS & USCG RULES. ALL WELDING SHALL CONFORM TO THE CURRENT ABS & USCG RULES. RULES. ULES. 10. THIS DESIGN IS BASED ON THE EQUIPMENT INFORMATION PROVIDED BY PACIFIC POWER THIS DESIGN IS BASED ON THE EQUIPMENT INFORMATION PROVIDED BY PACIFIC POWER EQUIPMENT INFORMATION PROVIDED BY PACIFIC POWER INFORMATION PROVIDED BY PACIFIC POWER PRODUCTS. 11. A SHIPCHECK IS REQUIRED BY THE SHIPYARD TO VERIFY FINAL DIMENSIONS. A SHIPCHECK IS REQUIRED BY THE SHIPYARD TO VERIFY FINAL DIMENSIONS. 12. THE CONTRACTOR SHALL PURCHASE AND INSTALL THE MOUNTING HARDWARE AS REQUIRED THE CONTRACTOR SHALL PURCHASE AND INSTALL THE MOUNTING HARDWARE AS REQUIRED BUY THE EQUIPMENT MANUFACTURERS. 13. THE CONTRACTOR SHALL INSTALL COLLISION STOPS ON THE EQUIPMENT. THE CONTRACTOR SHALL INSTALL COLLISION STOPS ON THE EQUIPMENT. 14. THE CONTRACTOR SHALL PAINT ALL NEW WORK AS REQUIRED IN THE CONTRACT THE CONTRACTOR SHALL PAINT ALL NEW WORK AS REQUIRED IN THE CONTRACT SPECIFICATION, AND TOUCH-UP ALL AREAS DISTURBED BY THIS WORK. 15. ALL SHARP EDGES AND CORNERS SHALL BE REMOVED TO PROTECT EQUIPMENT AND ALL SHARP EDGES AND CORNERS SHALL BE REMOVED TO PROTECT EQUIPMENT AND PERSONNEL. 16. SOME FLANGES SHALL BE FIELD WELDED TO ASSURE PROPER ALIGNMENT. SOME FLANGES SHALL BE FIELD WELDED TO ASSURE PROPER ALIGNMENT. 17. THE CONTRACTOR SHALL MODIFY OR REPLACE THE EXISTING "S" PIPE FOUNDATIONS TO SUIT THE CONTRACTOR SHALL MODIFY OR REPLACE THE EXISTING "S" PIPE FOUNDATIONS TO SUIT THE NEW CASTINGS. 18. THE CONTRACTOR SHALL REMOVE THE EXISTING DISCHARGE PIPE SUPPORTS, MODIFY THEIR THE CONTRACTOR SHALL REMOVE THE EXISTING DISCHARGE PIPE SUPPORTS, MODIFY THEIR LENGTH AND REATTACH THEM SO THAT THE WEIGHT OF THE NEW PIPE IS SUPPORTED ON THE EXISTING FOUNDATION. 19. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR THE SUCTION ELBOWS OFF OF THE THE CONTRACTOR SHALL PROVIDE SUPPORT FOR THE SUCTION ELBOWS OFF OF THE BULKHEAD AT FRAME 32. 20. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR THE WYE.THE CONTRACTOR SHALL PROVIDE SUPPORT FOR THE WYE.

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PIPE (1)

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VALVE

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CASTING

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FLEX

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PROVIDE NEW ELBOW SUPPORT

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%%UELEVATION 11-A

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SIZE & LOCATION TBD

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PIPE (9)

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PROVIDE NEW WYE SUPPORT

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REPLACE EXISTING PIPE SUPPORTS WITH NEW P&S

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