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City of Pleasanton—Villages at the Quarry Project <br />15183 Consistency Checklist Consistency Checklist <br /> <br /> <br /> 211 <br />Intersection Control Movement <br />Storage <br />Length <br />(ft)1 <br />AM Peak Period PM Peak Period <br />No <br />Project <br />With <br />Project <br />No <br />Project <br />With <br />Project <br />NBL 100 125 125 75 75 <br />NBT 3,500 350 350 75 75 <br />SBT 1,700 75 75 325 325 <br />SBR 100 25 25 50 50 <br />10. Stoneridge <br />and El Charro <br />Signal EBL 350 75 75 225 225 <br />EBT 730 375 375 675 675 <br />WBL 500 75 75 475 500 <br />WBT 420 400 400 275 275 <br />WBR 500 525 525 475 475 <br />NBL 110 100 100 175 175 <br />NBT 800 150 175 300 325 <br />SBL 620 425 425 575 575 <br />SBT 800 400 400 150 150 <br />SBR 425 0 0 0 0 <br />Notes: <br />1 An additional 60 to 90 feet of storage is typically provided in the taper area outside of the through <br />lane, which is not reflected in the storage length above. <br />Bold text indicates queue potentially extends beyond available storage. <br />Bold italic text indicates a potential community concern, or significant impact. <br />Source: Fehr & Peers, February 2025. <br /> <br />Cumulative With El Charro Extension Condition Recommendations <br />Based on the results of the Cumulative with El Charro Extension conditions <br />analysis, a single violation of the City’s LOS policy was identified (Referred to <br />as Deficiency 4 in the TIA): <br />Deficiency 4: The intersection of El Charro Extension and Stoneridge Drive was <br />found to operate at a deficient LOS E in the PM peak-hour. The proposed <br />project would add more than 10 vehicle trips, which based on the General <br />Plan/Operational Thresholds, would be considered significant. <br />Recommendation: The addition of a third westbound left turn lane would <br />improve the operations of this intersection to LOS D in the Cumulative <br />with El Charro Extension Plus Project condition.