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B. SEWER DATA SURVEY<br />

1. The Consultant shall research all available maps, plans, records, etc., <strong>and</strong> where as built data is missing, take<br />

appropriate field measurements/elevations of existing sanitary, combined or storm water sewers within the limits of the<br />

project, including interceptor sewers.<br />

2. This records search <strong>and</strong> survey shall determine the locations, elevations <strong>and</strong> sizes of all existing sewers <strong>and</strong><br />

appurtenances, outfalls, manholes, catch basins <strong>and</strong> drains.<br />

3. The in<strong>for</strong>mation to be obtained by the Consultant shall include, but not be limited to, the following:<br />

a) Distance from existing sewers’ centerlines to an existing building line;<br />

b) Distance of manholes from the building line in the nearest intersecting street;<br />

c) Existing ground surface elevations <strong>and</strong> legal grades;<br />

d) Invert elevations of the existing sewers;<br />

e) Internal sizes of the existing sewers;<br />

f) Type of material used, i.e., concrete, brick, vitrified clays in existing sewer construction;<br />

g) Invert elevations of all existing house traps;<br />

h) Location of all mapped sewer easements.<br />

4. The following criteria shall be observed:<br />

a) All measurements <strong>and</strong> elevations shall be taken at or to an existing manhole.<br />

b) All distance <strong>and</strong> internal sizes of the sewers shall be measured to the nearest one-tenth of a foot.<br />

c) All elevations shall be measured to the nearest one-hundredth of a foot, using the respective Borough Sewer<br />

Datum.<br />

5. The Consultant shall plot the results of the Sewer Data Survey including the boundaries of all Drainage Areas<br />

located both within <strong>and</strong> contiguous to the project area, as determined by the water shed limits of all previously completed<br />

drainage plans, existing sewers <strong>and</strong> ridge lines as may be available.<br />

6. The plotted Sewer Data Survey shall also show the locations of all mapped sewer easements with respect to<br />

mapped street lines, <strong>and</strong> shall locate <strong>and</strong> identify all structures <strong>and</strong> other major features encroaching upon the sewer<br />

easements.<br />

7. The Consultant shall indicate, on the plotted Sewer Data Survey drawings, all locations at which field data were<br />

obtained.<br />

8. The Consultant shall review all data thus obtained, <strong>and</strong> shall coordinate this data with the Topographic Survey <strong>and</strong><br />

the Utility Survey.<br />

9. The Consultant shall reconcile all discrepancies in the location <strong>and</strong> identification of all sewer elements.<br />

10. The Consultant shall submit, to the Department, original survey notes <strong>and</strong> survey computations together with all<br />

sewer drawings, plans <strong>and</strong> plates, which shall become the property of the City.<br />

11. The Consultant shall plot the Sewer Data Survey in accordance with the current Departmental Drafting St<strong>and</strong>ards<br />

<strong>and</strong> <strong>requirements</strong> <strong>for</strong> Topographic <strong>and</strong> Utility Surveys.<br />

12. The Consultant shall prepare a technical supplement on the Sewer Data Survey <strong>and</strong> shall incorporate this<br />

supplement as an Appendix to the Preliminary Design Report. The supplement shall include, but not be limited to, the<br />

following factors that may impact upon future sewer construction <strong>and</strong>/or drainage of the project area:<br />

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

Infrastructure, October 2012<br />

GR-42

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