NYC Law Department release
Independent mirror · updated as the City releases more · v1.2.6
← Document results/DEP Box 44/WORLD TRADE CENTER - RELOCATION OF RIVER WATER INTAKE LINES & PUMP STATION ELECT. POWER & COMM. LINES
Document / 132 pages

Foundation Specifications for WTC River Intake Relocation

Machine-extracted title · confidence 95%

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

Page image
Scanned page image, NYC-WTC_000165122
OCR text

OCR status: ok · source: pdftotext

NYC 9/11 Public Portal Document

c. T^erican Welding Society (AWS) d. American Concrete Institute (ACI) e. New York City Building Code

D. SUBMITTALS 1. Before beginning pile driving the/Subcontractor shall submit: a. Description of equipment proposed.for pile driving including hammer, leads and cap block cushioning. b. File numbering plan. c. Description of proposed pile driving sequence and procedure.

d. Details of any required splices. 2. The Subcontractor shall employ a surveyor licensed in the State of New York who shall determine and certify . the actual location of each pile as installed, and shall .submit certified lists and drawings of the pile designation number, cutoff elevation as installed, or deviation from pluiiib.

3, The Subcontractor shall keep a record of each pile driven, and shall furnish signed, typewritten copies daily. The records shall include the pile length as driven, date and time of driving, time delays during driving, splice locations, tip and cut-off elevations, deviations from plan location and from pl’jmb, hammer data, driving resistance, and any otlier applicable data. 11. HATERI AI.S .A. FILES 1. Steel piles for utility supports and platforms shall be HP x 73 rolled shapes conf canning to the require- ment-s of ASTM A-36, Current Edition. a. The Subcontractor shall furnish mill certificates to the Contractors Renresentative certifying .that the piles conform to-U^fc.requiretentsof ASlYA-Su, Current Edition,

3. The Subcontractor shall splice sections of pile . with an approved full penetration butt weld made by a New York City certified and AWS qualified welder, and conforming to the Specifications of the American Welding Society Struc­ tural Welding Code, AWS Dl.l, Current. Edition. There shall be no splicing allowed from the tip of the pile to a point 40 feet above it. There shall be no more than two splices ■per pile. .

BPC-COMI'IERCIAL CENTER STEEL PILING - 02310-2 WJPTD TRADE CENTER RELOCATCNS

NYC-WTC_000165122

OCR can misread numbers and units. Confirm readings against the page image before using them.

NYC-WTC_000165122Source: NYC Law Department, mirrored locally

Related records

Browse subjects →

Ranked by indexed similarity. Reasons describe shared subjects and filing context; check the source records.

Same-box records

Filed elsewhere

More like this page

Similar subjects in other documents. Similarity does not establish the same event, measurement or conclusion.

Page similarity is temporarily unavailable or this page has no indexed vector.

Buildings in this record

Machine-extracted building matches; verify each source. Buildings, never households.

Others also read

Readers open these alongside this record — through an Ask answer, the same folder, or indexed similarity. Not a claim they are about the same event.

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.

Filed in the same folder

Compare copies and versions →