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11. The Consultant shall prepare a balanced traffic flow map <strong>and</strong> per<strong>for</strong>m levels of service (LOS) analyses using the<br />

latest version of the Highway Capacity Software (HCS) or other software (i.e., CORSIM, AIMSUN, VISSIM, SYNCHRO,<br />

etc.) to be approved by NYCDOT <strong>for</strong> each analysis peak hour <strong>for</strong> the existing <strong>and</strong> future (<strong>design</strong> year with <strong>and</strong> without the<br />

project) conditions. In addition, a balanced traffic flow map <strong>and</strong> LOS analyses <strong>for</strong> estimated time of construction<br />

completion (ETC) shall also be prepared <strong>for</strong> each analysis peak hour. All signalized <strong>and</strong> unsignalized intersections that<br />

are identified <strong>for</strong> operational <strong>and</strong> safety concerns shall be included in LOS analyses. Accordingly, the Consultant shall<br />

recommend appropriate improvement measures as required.<br />

12. The Consultant shall determine the future level of service based on the projection of traffic volumes that are expected<br />

to occur within the estimated time of construction completion plus the expected service life of the project (Design Year).<br />

The Consultant shall use ETC+20 <strong>for</strong> <strong>design</strong> year traffic <strong>for</strong>ecast, unless otherwise directed by the Commissioner. The<br />

New York State Department of Transportation’s (NYSDOT) guidelines shall be followed if the project receives state or<br />

federal funds.<br />

Pavement preventive <strong>and</strong> corrective maintenance as well as safety-<strong>related</strong> work do not usually require the <strong>design</strong> year<br />

traffic <strong>for</strong>ecast. Year ETC+5 peak hour turning movement volumes should be determined <strong>for</strong> proposed signal installations<br />

that will meet the signal warrants in the <strong>design</strong> year, but do not meet the warrants <strong>for</strong> ETC+0.<br />

Future LOS analysis shall be per<strong>for</strong>med <strong>for</strong> both the no-action (future without the project) <strong>and</strong> action (future with project)<br />

conditions. The growth rate, presented in Exhibit 1 of Appendix III of NYCDDC Design Guidelines <strong>and</strong> Directives, used in<br />

determining the projected traffic volumes shall be subject to approval by the Commissioner.<br />

13. The Consultant shall use Mid-LOS “D” <strong>design</strong> criteria <strong>for</strong> project improvements that apply to intersection lane<br />

group(s) rather than the intersection approach or overall intersection. If future operation of a lane group exceeds mid-<br />

LOS “D”, reasonable <strong>and</strong> feasible traffic improvement measures must be recommended so that the lane group is returned<br />

to mid-LOS D in the <strong>design</strong> year without adversely affecting another lane group. Identification of feasible <strong>and</strong> practical<br />

improvement measures should also be guided by NYCDOT’s 2009 Street Design Manual, the detailed guide to the City’s<br />

transportation policies.<br />

14. The Consultant shall submit its draft findings <strong>and</strong> recommendations from the various studies per<strong>for</strong>med under this<br />

task in a Traffic Study report to the Commissioner <strong>and</strong> shall revise the report in accordance with comments provided by the<br />

Commissioner.<br />

15. Upon acceptance of the Traffic Study report by the Commissioner, the Consultant shall incorporate the results<br />

<strong>and</strong> recommendations of the traffic study into the other tasks included in the Specific Requirements <strong>for</strong> the Project.<br />

4.4 HARDWARE AND BASIN CONDITION INVENTORY<br />

1. Under this task the Consultant shall prepare hardware condition inventory of all existing City-owned (includes public<br />

authorities) manholes, catch basins/inlets, valve boxes, seepage basins, etc., <strong>and</strong> all <strong>related</strong> hardware including frames,<br />

adjustment rings, <strong>and</strong> covers within the project limits.<br />

2. The Consultant shall visit the site <strong>and</strong> verify the existence of all City owned hardware (including public authorities)<br />

shown on the topographic survey within the project limits, reconcile any City- owned hardware discrepancies <strong>and</strong> correct<br />

the topographic survey. In addition, the Consultant shall per<strong>for</strong>m a visual inspection of the interior/exterior of all existing<br />

City-owned hardware <strong>and</strong> shall:<br />

i) Identify the Size of manhole covers (not including the frame), condition of manhole covers <strong>and</strong> frames,<br />

material (brick/concrete/other) <strong>and</strong> condition of manhole structures;<br />

ii)<br />

Identify the size <strong>and</strong> type of basins/inlets, with or without curb piece, condition of frame, grating & curb piece,<br />

material <strong>and</strong> condition of basin structures, determine if catch basin has a hood over the connecting pipe;<br />

iii) Identify the Owner/Agency responsible <strong>for</strong> a particular piece of hardware;<br />

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

Infrastructure, October 2012<br />

GR-25

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