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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 ^^rk City Commercial Center Bldg. 'B' WTC River Water Intake System Relocations

facilities of the "Port Authority of New York and New Jersey" without written authorization from the Con­ tractor. The "Port Authority of New York and New Jersey" facilities are defined as all areas within the easements provided to "PANYNJ" for the "PATH-Tubes", river water intake lines, river water pump room, and river water outfall lines. 1.05 SUBCONTRACTOR'S RESPONSIBILITY FOR EVALUATION A. The Contractor, Developer and Engineer make no repre­ sentations, regarding ths character or extent of the subsoils, water levels, existing structural, mechani­ cal and electrical installations, above or below ground or other subsurface conditions which may be encountered during the Work. The Subcontractor must make his own evaluation of existing conditions which may affect methods or cost of performing the Work, based on his own examination of the facility or other information. Failure to examine the drawings or other information shall not relieve the Subcontractor of his responsibility for satisfactory accomplishment of the Work. 1.06 SHUT-DOWNS A. Shut-Down of Existing Facilities 1. Subcontractor shall include in his progress schedule dates for shut-down of existing systems and connection to existing systems. 2. All shut-downs, draining and refilling of the existing lines shall be arranged by the Subcon­ tractor through the Contractor under the super­ vision of the "PANYNJ". All related costs shall be the responsibility of the Subcontractor. 3. The Subcontractor shall advise the Contractor a minimum of fourteen (14) days in advance of the dates the Subcontractor will be prepared to tie into or work on the existing lines, requiring system sh ut-down.

4. The operation of the main (60" dia.) and auxil­ iary (20" dia.) intai;e lines must be maintained in continuous operation, in accordance with the following (World Trade Center) schedule:

Mechanical Special Conditions 15010-7

NYC-WTC_000165167

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NYC-WTC_000165167Source: 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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