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Mike Tassano December 6, 2022 <br />Page 13 of 39 <br />Existing Vehicle Queues <br />Attachment B presents a summary of AM and PM peak hour 95th percentile queue lengths for all <br />study intersection movements and scenarios. These queues are indicative of maximum design <br />queues occurring during periods of peak traffic. Queue worksheets are provided in Attachment <br />C. The City of Pleasanton’s policies for vehicle queuing consider their standard to be violated if <br />one of the two following conditions occur: <br />• A vehicle queue is considered significant if the queue length of a left turn pocket spills <br />back outside of the turn pocket. <br />• A vehicle queue is considered significant if the queue length of a through movement <br />blocks access to the left turn pocket. <br />Project Characteristics <br />Trip Generation <br />Trip generation refers to the process of estimating the amount of vehicular traffic a project would <br />add to the surrounding roadway system. Estimates are created for the peak one-hour periods <br />during the weekday morning and evening commute hours when traffic volumes on adjacent <br />streets are typically at their highest and the Project is expected to generate the most traffic. <br />Trip generation rates for various land uses based on a sampling of sites throughout the United <br />States are published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th <br />Edition). The trip generation estimates for each Housing Element Update site are presented in <br />Table 4. These estimates also consider the existing land use that each project would remove if <br />they were to be built; hence some of the projects may produce a reduction in total net trip <br />generation. Based on these rates, the Project is expected to generate a total of 2,790 morning <br />peak hour trips, 3,344 evening peak hour trips, and 42,658 daily trips. <br />Table 4: Pleasanton Trip Generation Estimates <br />Housing Element Projects Weekday Trips <br />Site Number/Name <br />Proposed Capacity Units <br />AM Peak Hour PM Peak Hour Daily Trips <br />1 – Lester 31 20 26 273 <br />2 – Stoneridge Shopping Center 1,440 662 806 9,706 <br />3 – PUSD – Donlon 28 19 25 264 <br />4 – Owens (Motel 6 and Tommy T) 94 -39 -30 -71 <br />5 – Laborer Council 54 -12 -6 93 <br />6 – Signature Center 440 202 246 2,966