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6.1.B. - Page 21 <br /> • S�sk 2. Data Col�ection <br /> Existing AM and PM peak hour traffic volumes will be obtained from the recent <br /> Stanford EIR that was conducted in the project wicinity. Any additionai counts wil� <br /> require authorizatian and additional budget. In additian, information o� appro��d <br /> projects will be obtained from t�e Stanford EIR. <br /> + St�sk 3. E�aluation of Existing Conditions <br /> The existi�g operatior�s af the key in#ersections will be taken from the Stanford ElR. <br /> All intersections wi11 be evaluated using TRAFFIX s�ftware in accordance with the <br /> 200D Highway Capa�i#y Man�al methodology. <br /> i Sublask 4. Evaluatior� of Bacicground Conditions <br /> Backgrour�� traffic conditians will be obtained from the Stanford E1R. <br /> R �sic 5. Si#e Traffic Projections <br /> Based on the size of the �roposed de�efopment, site- generated traffic will be <br /> estimated using the ��hicular trip generation rates recommencled by tl�e Institute <br /> of Transpartation Engineers' manual, Trip Generation, 8th Edition. The direc#ional <br /> distribution of site-generated traffic will be forecast based on existing trave! <br /> �atterns anc� re�ative locations ofi complementary land uses in the area. All site- <br /> generated traffic will be assign�d to the roadway netwark based on the d�rectinrts <br /> of approach and departure disc�ssed above and the points af si#e acoess. <br /> + �sk 6. Evalua#lon of ProJect Conditions <br /> Project generated traffic wi11 �e added to: (�) existing and (2) background traffic <br /> volumes. Intersection le�el- of-service calcula#ions will be canducted to estimate the <br /> operating I�vels of key itttersections during #he AM and PM peak haurs after <br /> com{�letion of the proposed �evelopment under existing-plus-project and <br /> background-plus-project conditions. <br /> i Su�sk 7. Site Access and Clrculat�on <br /> A planning-level site circulation and access review will be canducted fo determine <br /> the adequacy of the prapased site plan in accorda�ce with generally accepted <br /> tratfic engineering s#andards. This wili include a quantitative analysis of anticipated <br /> traffic �olumes and sight distance at the site's driveways, as well as a quali#ative <br /> analysis of the pro�ased site circufat�on, Parking su�ply and layouf will be evaluated <br /> in accordance with the Redwood City parking r,ode. The study wiil incl�de a <br /> description of how the paricing demand would vary throughout the day with the <br /> healtFt cluh based on da#a from sfmilar health clubs in a similar setting. �edestrian, <br /> transit, and bicycle travel will also be evaluated on site and within the surrounding <br /> vicini#y. <br /> * S�b�sk 8. Erraluation of Cumufati�e Cond�#ions <br /> Potential traffic associated with other proposed develapmer�t in the area will be <br /> estimated. Cumufative traffic estimates wifl be ta�Cen from the 5ta�ford EIR traffic <br /> study. Intersection Ievei-ofi service calculations wil! be performed to evaluate <br /> ATTYlAGRl2p12.154 I24 HOUR CONTRACT 1ATKINS NOFi7H AMERICA <br /> REV:49-79-12 JS <br /> P�ge 19 of 26 <br />