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Mr. Gary H. Bonte, AICI"' June 14, 2000 Page 2 of 4 . Broadway I Fifth Avenue Broadway I Charter Street (Signal warrants) Broadway I Woodside Road (Westbound Woodside left-turn queue) Woodside Road I Bay Road Woodside Road I Veterans Boulevard Bay Road I Second Avenue Bay Road I Fifth Avenue Bay Road I Charter Street . . . . . . . Existing AM and PM peak hour traffic volumes will be collected for the aforementioned FtUdy intersections. The existing operations of the study intersections will be evaluated fl:¡r the Existing, Background, Project and Cumulative Conditions. The Project Condition v,!ill I)e evaluated using appropriate vehicular trip generation rates from ITE (Institutidn of Transportation Engineers). Redwood City Staff will provide a list of project trips thal¡t has been approved for the Background and Cumulative Condition analysis. PTG will di~cuss significant analysis assumptions with staff at appropriate points before proceeding! with subsequent analysis steps. Assumption to be reviewed with the City staff will includ~, but are not limited to, project distribution and project trip assignment. I In addition left-turn storage capacity for Douglas Avenue at Broadway and Broadw!ay at Woodside Road intersections will be undertaken combining field observations with proj!ected left turn design queues. Mid-block traffic volumes (ADT) and peak hour travel speed dé:lta will also be collected on Broadway (between Second and Fifth Avenues) and on S~cond I and Fifth Avenues (between Bay road and Broadway). Signal warrants will be analyz.ëd 'for the two unsignalized study intersections. I 2. SCOPE OF SERVICES (PART 2: PARKING AND SITE CIRCULATION) ¡ Parking Analysis: The projects' estimated parking demand will be calculated utilizin~,j ITE's parking circulation manual. Based on the project demand, an assessment will be ma!de as to the adequacy of the proposed parking supply to meet the demand and to quantify the projects potential impact on adjacent parking facilities. Any potential reductions in p;krking demand relative to the proximity of the existing CalTrain station will also be discussed.! I Site Circulation: A review of the projects' site plan will be undertaken to determil~e 1he adequacy of onsite/internal circulation, potential driveway access/egress issues, anij IHft- turn queues into the project site. 3. SCOPE OF SERVICES (PART 3: C/CAG REQUIREMENTS) I CMP Requirements: Based on the project generating more than 100 P.M. peak hou,f trios, our analysis will determine if the project impacts adjacent CMP roadway/freeway seglrhents. As potentia! mitigation, recommendations will be formulated to reduce overall projJct ':rip generation according to C/CAG guidelines. ! PAASCN!5 TRANSPORTATION GROUP IN!:. -r" ~.