Construction specifications document detailing foundation requirements for the World Trade Center river water intake system relocation project.
NYC-WTC_000165112–000165243Folder label: “WORLD TRADE CENTER - RELOCATION OF RIVER WATER INTAKE LINES & PUMP STATION ELECT. POWER & COMM. LINES”
OCR status: ok · source: pdftotext
NYC 9/11 Public Portal Document
Batter aagark City Conuner dOl Center Bldg. ’B* WTC River Water Intake System Relocations
c. The average gross wrapping stress in the high ten sile wire shall not exceed 75 per-cent Qf the mini mum ultimate tensile strength of the ?wire. The minumum centerline spacing of the wire shall be that which produces a clear distance qf 3/16 inch between wires on the barrel of the pipe, and the maximum centerline spacing shall be 1-1/2 inches. The minimum diameter of. wire used shall be No. 8 gauge wire. The wrapped pipe shall be covered on the outside with a dense cement mortar coating. minimum 13/16 inch thick. d. The Manufacturer shall submit pipe design calcula tions to the Contractor for approval, before manu facturing pipe. Pipe shall be furnished to meet design conditions related to pile supports. 5, Joints; Each length of pipe shall be provided with steel bell and steel spigot ends. The spigot end shall be lined with concrete on its interior surface and the bell ring covered with mortar on its exterior surface. Each pipe shall be constructed with a self-centering expansion joint sealed with a rubber gasket. Portions of the joint rings which will be exposed after the pipe is manufactured shall be protected from corrosion by a minimum 0.002 inch thick resistant metallic coating, applied by an approved means. 6. Pittings & Specials; Elbows, tees adapters, reducers and other special fittings shall be of non-prestressed cylinder type construction and details of their rein forcement shall be submitted to the Contractor for ap- proval prior to their manufacture. All shorts and clo- sure cylinders shall be designed for maximum design condition so as to permit their use at any location along the entire line. a. All materials and workmanship shall be as provided in the latest edition of AWWA C301. b. Elbows and tees shall be of steel cylinder type construction. Special pipes shall be provided with joint rings corresponding to those on adjoining * straight pipe. Special ends shall be provided where requiredto connect to cast in -.place rein forced concrete pipe.
Prestressed Concrete ■Cylinder Pipe 15030-3
NYC-WTC_000165183
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NYC-WTC_000165271
Engineering drawings and specifications for replacing a high-pressure water line under the Lincoln Tunnel contract.
2 shared non-person entities · 1 shared topics · Same agency, volume and box · similarity 0.959
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000165081
Department of Environmental Protection letter dated May 28, 1982, providing comments on plans for relocating river water intake lines at the World Trade Center.
1 shared non-person entities · Same agency, volume and box · similarity 0.928
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000165084
Official letter from the Department of Environmental Protection responding to submitted plans for relocating river water intake lines.
1 shared non-person entities · Same agency, volume and box · similarity 0.928
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000165087
Department of Environmental Protection letter dated May 28, 1982, providing comments on plans for relocating river water intake lines at the World Trade Center.
1 shared non-person entities · Same agency, volume and box · similarity 0.927
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000141585
Map showing the condition of buildings at the World Trade Center site as of September 21, 2001.
5 shared non-person entities · similarity 0.932
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000141695
Section of an environmental assessment describing existing physical conditions and construction impacts at the World Trade Center site.
3 shared non-person entities · similarity 0.932
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000143354
Fragmented text containing only a reference number and unreadable characters from the DEP Box 06 collection.
9 shared non-person entities · similarity 0.930
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000098612
Contract specifications outlining site decontamination and asbestos disposal procedures for 110 Church Street.
3 shared non-person entities · 1 shared topics · similarity 0.929
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000098577
Contract specifications outlining site decontamination and asbestos disposal procedures for 53 Park Place.
3 shared non-person entities · 1 shared topics · similarity 0.929
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000168166
Fax cover sheet from Milo Kleinberg Design Associates dated July 17, 1997, regarding WTC/PA TAA application forms.
3 shared non-person entities · 1 shared topics · similarity 0.929
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000166488
Department of Buildings report containing findings and recommendations regarding the World Trade Center site.
1 shared non-person entities · similarity 0.928
machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000137749
Archival folder label for Department of Environmental Protection invoices related to World Trade Center activities from 1999 to 2001.
1 shared non-person entities · similarity 0.927
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Request documentation regarding the relocation of river water intake lines and pump station utilities at the World Trade Center.
Filed in the same folder
Administrative record regarding the relocation of river water intake lines at the World Trade Center site.
Filed in the same folder
NYC-WTC_000165066
Cover sheet from the Department of Transportation Bureau of Transportation Planning and Research listing agencies involved in the World Trade Center utility relocation.
Filed in the same folder
NYC-WTC_000165076
Planning and coordination document for World Trade Center relocation of river water intake lines and pump station electrical power and communications systems.
Filed in the same folder
NYC-WTC_000165078
Department of Environmental Protection letter dated May 28, 1982, providing comments on submitted plans for relocating river water intake lines at the World Trade Center.
Filed in the same folder