Tunnel project responses to sewers bureau review, Dec 1987

NYC 9/11 Public Portal Document

All Other items are shown on S-32.

We are showing sll ’'ocessary informat'’on, our scale is slightly different but presentation is clear, constructable, and well detailed drawings.

9. All construction joints shown have key and water stop. The joints are needed for the following reasons:

To eliminate cracking associated with long concrete pouring.

. To maintain quality control during the । construction to achieve the quality end product.

This is the accepted method for all concrete construction. C.J. provides options for contractor to alternate the pour sequence to eliminate shrinkage. Expansion joints are provided because of the proximity to the surface and also recommended by ACI 350 R-77 Sect. 2.8 & Page 350 R-9.

10. Will comply. Will be shown on Dwg. S-36.

11. By AMTRAK. (Legal Dept.’s are discussing and working on this subject.)

12. Will do. See Dwg. C-11.

13. a) It is done. The l‘-0" collar is the integral part of the MH. See Sect. B on Dwg S-36.

b) Exact make up of the sewer not known. If it is not the same as on 34th Street, contractor will identify. A note will be added to ask the contractor to identify and describe it for as built Dwgs. See Dwg. S-36.

c) Will do. See Sec. E on Dwg. S-35.

14. This is the first time this request is made. It has to be recognized that the siphon design is unique in which following four major points have to be satisfied.

Inverts at 33 & 34th streets at east of

NYC-WTC_000165332