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North Access Tunnel W. 33rd St. To w. 38TH ST

Label derived from the City's folder field. The City does not supply document titles.NYC-WTC_000165316–000165321
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NYC 9/11 Public Portal Document

ICO

b) Guide lines for design of chambers is attached to Hydraulic calculations. The selected radius satisfies all of the requirements. See calculations which are stamped by a P.E.

16. a) Dowels have been provided between the bottom slab and the walls of the 3'-6"x 3’“6" and 6'-0"x4'-0" concrete boxes.

b) All necessary information and relevant details and bar placements are shown on Dwgs. S-93 and S-94.

c) A new manhole has been provided on the Flow Redirection Chamber.

17. a) Dwgs. S-33 thru S-36 have more details (sections & plans) than the sample given. There are 26 sections taken to cover 180 feet long siphon which should be adequate.

The selected sectional details are based on the following:

. Plan . Elevation . Proper cross sections Suggested sections do not add anything more. Dwgs. were set up following the example given on Nov. 10, 1986. This sample has no such sections. In addition, there are 45 sectional plans shown on S-60 thru S-65.

b) The Heir details are shown on Dwg. S-33.

18. The inverted siphon design and details has been revised to reflect:

1) 16" D.Z.P. is not carried into the twin 6’-0"x4’-0" combination sewer. Revised clean-out arrangement to provide easy access for maintanencex^nd the location of the weirs.

2) The weir in U/S of the maintenance chamber has been moved to Chamber A.

A Century of engineering excellence

NYC-WTC_000165320

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NYC-WTC_000165320Source: NYC Law Department, mirrored locally

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