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Foundation Specifications for WTC River Intake Relocation

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Construction specifications document detailing foundation requirements for the World Trade Center river water intake system relocation project.

NYC-WTC_000165112–000165243

Folder label: “WORLD TRADE CENTER - RELOCATION OF RIVER WATER INTAKE LINES & PUMP STATION ELECT. POWER & COMM. LINES

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NYC 9/11 Public Portal Document

Battery Park^Kty Commercial Center Bldg. ’B’ WTC River Water Intake System Relocations

6. Any concrete which fails to meet the minimum strength requirements of these Specifications shall be considered rejected pending verification of the adequacy of the material by other m.eans. D. CONCRETE HANDLINGS^ PLACID

1. Concrete for duct bank encasement and manholes shall, be placed in the dry. Before placing any concrete all equipment for mixing and transporting the concrete shall be clean, all debris and ice shall be removed from the spaces to be occupied by the concrete and the reinforcement thoroughly cleaned of ice of other deleterious coatings. All accumulated water shall be removed from the place of deposit before concrete is placed. E. REINFORCEMENT 1. The Subcontractor shall prepare and submit shop drawings of bar reinforcement for the Contractor's approval in accordance with the requirements of the General Conditions. Such drawings sheill .show: the element identification, bending diagrams, cut­ ting lists, inserts, spacers, etc. and shall com­ pletely demonstrate the location, size, spacing, length and bending of the bar reinforcement. Shop drawings for concrete reinforcement shall be pre- pared in accordance with the American Concrete Institute "Manual of Standard Practice: for De- tailing Reinforced Concrete Structures", ACI-315- 80. 2. Reinforcing cages for each element shall be com­ pletely assembled and securely tied and braced so as to maintain dimensional rigidity during placing of concrete. F. FORMS Forms shall conform to the shape, lines and dimensions of the elements shown on the Contract Drawings and shall be substantially free from surface defects and sufficiently tight to prevent leakage of mortar. They shall, be properly braced so as to maintain position and shape during the placing of concrete. Forms shall meet the requirements of ACI-341-68, "Recommended Practice for Concrete Framework", and ACI-SP NO. 4, "Framework for Concrete".

Concrete For Electrical Work 16030-6 NYC-WTC_000165241

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NYC-WTC_000165241Source: NYC Law Department, mirrored locally

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NYC-WTC_000165064 · Box DEP Box 44

Request documentation regarding the relocation of river water intake lines and pump station utilities at the World Trade Center.

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