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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

D. CONCRETE HANDLING & PLACING 1. Foundations - Concrete for pile caps, slab, beams, retaining walls and miscellaneous members 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 or other deleterious coatings. All accumulated water sh3-ll be removed from the place of deposit before concrete is placed. Dropping of concrete through water will not be permitted.

E. REINFORCEMENT 1. The Subcontractor shall prepare and submit shop drawi.ngs of bar reinforcement for the Contractor's approval in accordance with the.requirements of the General Conditions. Such drawings shall show: the element identification, bending diagrams, cutting, lists, inserts, spacers, etc. and shall completely demonstrate the location, SLze, spacing, length and bending of the bar reinforcement. Shop drawiiigs for concrete reinforcement shall be prepared in accordance with the American Concrete Institute "Manual of StaJidard Practice for Detailing Reinforced Concrete Structures", ACI-315. 2. Reinforcing cages for each elements .shall be completely assembled and securely tied and braced so as to mainta.in dimensional rigidity during placing of concrete. 3. Slab reinforcing shall not be in contact with neither the pile, casing, nor the pile reinforcing.

F. FORMS Forms shall conform to the shape, lines and dimensions o.f • the elements shown on the Contract Drawing.?, 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 Co.ncrete Form­ work", and ACT-SP No. 4, "Formwork for Concrete".

BPC-COMMERCIAL CENTER 03315-5 FOUNDATION CONCRETE WORLD TR!\DE CENI'ER RELOCATICN

NYC-WTC_000165138

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NYC-WTC_000165138Source: 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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