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e) Include the streets, parkways <strong>and</strong> expressways, within the project area, shown on either adopted final maps,<br />

or on pending final maps, or on other maps as available <strong>for</strong> each of the sections.<br />

f) Consider sewer(s) crossing existing or proposed expressways, parkways, subways (whether underground or<br />

elevated), railroads, subsurface utilities, etc.; <strong>and</strong> <strong>design</strong> the sewers in coordination with the appropriate City<br />

Departments, State, Federal, or public <strong>and</strong> private agencies having jurisdiction over these facilities.<br />

g) Certain drainage studies <strong>related</strong> to sanitary <strong>and</strong> storm water sewers that were prepared by the Bureau of<br />

Sewers, over the years, may include, in part, drainage data <strong>for</strong> sections included in this study. In connection with<br />

the final <strong>design</strong> of drainage plans to be prepared under this study, it is intended to utilize the available data to their<br />

maximum usefulness <strong>and</strong> the City will make them available <strong>for</strong> the purpose.<br />

h) Where existing drainage plans are available <strong>for</strong> all or sections of the Project Area they shall be reviewed to<br />

determine whether they satisfy current <strong>design</strong> criteria. If the existing drainage plans satisfy current <strong>design</strong> criteria<br />

they shall be incorporated in the final drainage plans <strong>for</strong> this project. If the existing drainage plans do not satisfy<br />

current <strong>design</strong> criteria, new sewers shall be <strong>design</strong>ed <strong>and</strong> incorporated in the final drainage plans <strong>for</strong> this project.<br />

i) In connection with the preparation or review of drainage plans, the Consultant shall obtain all available<br />

preliminary studies, drawings, sketches, field data, office computations, memor<strong>and</strong>a, <strong>and</strong> any other pertinent data<br />

from the Bureau of Sewers.<br />

j) All existing <strong>and</strong> proposed sanitary <strong>and</strong> storm water sewers shall be shown in worksheet <strong>for</strong>m on plans <strong>and</strong><br />

profiles. These plans <strong>and</strong> profiles shall show:<br />

(i)<br />

In Plan:<br />

Both building lines of sewered street <strong>and</strong> street crossings, block lengths, all street widths, final or proposed<br />

grades, single line <strong>for</strong> sanitary <strong>and</strong> storm water sewers <strong>and</strong> <strong>for</strong> all major utilities approximately located in<br />

sewered street, all sewer sizes <strong>and</strong> lengths.<br />

(ii)<br />

In Profile:<br />

A separate line <strong>for</strong> each curb where they are not coincident, inside top <strong>and</strong> bottom lines of sanitary <strong>and</strong> storm<br />

water sewers, inside top elevations of sewers at all changes of size <strong>and</strong> grade, sewer crossings with inside<br />

top elevations <strong>and</strong> clearances at point of crossing, all major utility crossings, sizes, slopes <strong>and</strong> velocities of<br />

sewers.<br />

(iii) These plans <strong>and</strong> profiles shall be drawn to a horizontal scale of 1 inch equals 50 feet <strong>and</strong> a vertical<br />

scale of 1 inch equals 4 feet. These profiles shall be drawn in grid <strong>for</strong>m.<br />

k) The Consultant shall <strong>design</strong> a Drainage Plan in the currently required Bureau of Sewers <strong>for</strong>mat, <strong>and</strong> shall<br />

submit the Drainage Plan to the Bureau of Sewers <strong>for</strong> review <strong>and</strong> approval. The submission shall include relevant<br />

sewer <strong>and</strong> topographic data, <strong>and</strong> computations required by the Bureau of Sewers.<br />

l) The Consultant shall revise the Drainage Plan in accordance with any comments received from the Bureau of<br />

Sewers <strong>and</strong> shall reiterate the submission until approval of the Drainage Plan is obtained from the Bureau of<br />

Sewers. The signature of the Authorized Department of Environmental Protection personnel on the Drainage<br />

Plan shall indicate its approval.<br />

m) The Consultant shall prepare a technical supplement to the Drainage <strong>and</strong> Grade Study <strong>and</strong> shall incorporate<br />

this supplement as an Appendix to the Preliminary Design Report. This supplement shall include all maps,<br />

drawings, sketches, notes, calculations, proposed grades <strong>and</strong> street systems, proposed drainage plans, <strong>and</strong> all<br />

other in<strong>for</strong>mation necessary <strong>for</strong> the presentation of a properly drained <strong>and</strong> graded street improvement project.<br />

9. In evaluating the feasibility of retaining existing grades <strong>and</strong> street systems, the Consultant shall per<strong>for</strong>m the<br />

following work:<br />

a) Conduct a profile study of all existing street grades, <strong>and</strong> compare with adopted <strong>and</strong> proposed legal grades<br />

<strong>and</strong> with existing <strong>and</strong> proposed sewer profiles.<br />

b) Conduct a general review of the Topographic Survey, noting the elevations of all first-floors <strong>and</strong> entrance<br />

ways (including garage <strong>and</strong> cellar doors, cellar windows, ventilation gratings, steps, loading docks, etc.) with<br />

respect to legal grades.<br />

NYC Department of Design <strong>and</strong> Construction<br />

Infrastructure, October 2012<br />

GR-44

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