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City of Pleasanton—Villages at the Quarry Project <br />15183 Consistency Checklist Consistency Checklist <br /> <br /> <br /> 195 <br />Intersection Control1 <br />Peak- <br />hour2 <br />LOS <br />Standard <br />Existing Conditions <br />Delay3 LOS <br />2 AM = weekday morning peak-hour; PM = weekday evening peak-hour <br />3 Whole intersection average delay reported for signalized intersections. Side-Street Stop-Controlled <br />intersection delay presented as Whole Intersection Average Delay (Worst Movement Delay). <br />Delay calculated per HCM 2000 methodologies. <br />Bold text indicates potentially unacceptable operations. <br />Source: Fehr & Peers, February 2025. <br /> <br />As shown in Table 7, the study intersections operate acceptably during <br />existing conditions except for Santa Rita Road and Valley Avenue (LOS E) <br />and Bernal Avenue/Valley Avenue and Stanley Boulevard (LOS E) during the <br />PM peak-hour. <br />Queues <br />Although most intersections currently operate within the standards set by the <br />City, there may be periodic vehicle queue spillback and delays greater than <br />shown in Table 7, above, for some movements. Table 8 presents the 95th <br />percentile vehicle queue results for turn movements with exclusive lanes at <br />signalized intersections. Queue worksheets are provided in Appendix C of the <br />TIA. <br />The 95th percentile queue exceeds the available storage at the following <br />intersection movement: <br />• Santa Rita Road/Valley Avenue – Westbound Left Turn – AM peak-hour <br /> <br />Table 8: Existing Conditions – 95th Percentile Queues <br />Intersection Movement <br />Storage <br />Length (ft)1 <br />AM Peak <br />Period <br />PM Peak <br />Period <br />1. Boulder Street and Valley <br />Avenue <br />EBT 1,000 0 50 <br />WBT 200 0 0 <br />NBL 190 125 75 <br />NBT 1,240 125 125 <br />NBR 1,240 0 0 <br />SBL 200 0 0 <br />SBT 1,060 150 300 <br />SBR 20 0 0 <br />2. Valley Avenue and Busch Road EBL 200 50 50