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City of Pleasanton—Villages at the Quarry Project <br />Consistency Checklist 15183 Consistency Checklist <br /> <br /> <br />204 <br />Vehicle Queues <br />For study intersections, Table 12 presents the 95th percentile vehicle queue <br />results. Queue worksheets are provided in Appendix C of the TIA. <br />In the Cumulative without El Charro scenario, the addition of project traffic <br />was found to cause vehicle queues to increase by more than 50 feet (more <br />than 2 car lengths) where the 95th percentile queue already exceeds the <br />available storage or result in vehicle queues to exceed the available storage <br />at the following intersection: <br />• Bernal Avenue/Valley Avenue & Stanley Boulevard – Southbound Left <br />Turn Lane–PM Peak-hour <br /> <br />Table 12: Cumulative Without El Charro Extension Conditions – 95th Percentile <br />Queues <br />Intersection Control Movement <br />Storage <br />Length (ft)1 <br />AM Peak Period PM Peak Period <br />No Project <br />With <br />Project No Project <br />With <br />Project <br />1. Boulder <br />Street and <br />Valley <br />Avenue <br />Signal EBT 1,000 0 0 75 75 <br />WBT 200 25 75 0 125 <br />NBL 190 150 150 100 100 <br />NBT 1,240 225 300 150 200 <br />NBR 1,240 0 0 0 25 <br />SBL 200 25 50 25 100 <br />SBT 1,060 175 225 350 375 <br />SBR 20 0 0 0 0 <br />2. Valley <br />Avenue <br />and Busch <br />Road <br />Signal EBL 200 125 125 75 75 <br />EBT 3,200 75 75 125 150 <br />WBT 1,150 575 675 300 325 <br />SBL 170 75 75 225 225 <br />SBR 200 50 50 75 75 <br />3. Santa Rita <br />Road and <br />Valley <br />Avenue <br />Signal EBL 180 175 175 200 200 <br />EBT 1,900 175 175 225 250 <br />EBR 100 50 50 0 0 <br />WBL 140 125 125 100 100 <br />WBT 790 200 225 250 250 <br />WBR 100 0 0 0 0