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City of Pleasanton—Villages at the Quarry Project <br />Consistency Checklist 15183 Consistency Checklist <br /> <br /> <br />208 <br />6. Busch Road <br />and City <br />Service <br />Operations <br />Center <br />Entrance <br />Roundabou <br />t 2-Lane <br />AM <br />PM <br />D 5.2(5.3 <br />) <br />6.5(7.2 <br />) <br />A(A) <br />A(A) <br />5.4(5.6 <br />) <br />6.7(7.5 <br />) <br />A(A) <br />A(A) <br />Side-Street <br />Stop 2-Lane <br />AM <br />PM <br />D 0.3 <br />(11.5) <br />1.1 <br />(23.4) <br />A(B) <br />A(B) <br />0.3 <br />(11.9) <br />1.2 <br />(26.3) <br />A(B) <br /> <br />A(D) <br />Side-Street <br />Stop 4-Lane <br />AM <br />PM <br />D 0.3(9.9 <br />) <br />1.1(18) <br />A(A) <br />A(C) <br />0.3 <br />(10.1) <br />0.9 <br />(19.3) <br />A(B) <br />A(C) <br />7. Busch Road <br />and Street D <br />Roundabou <br />t 2-Lane <br />AM <br />PM <br />D - <br />- <br />- <br />- <br />6.2(6.4 <br />) <br />7.8(9.1 <br />) <br />A(A) <br />A(A) <br />Side-Street <br />Stop 2-Lane <br />AM <br />PM <br />D - <br />- <br />- <br />- <br />1.9 <br />(22.7) <br />1.4(24) <br />A(C) <br /> <br />A(C) <br />Side-Street <br />Stop 4-Lane <br />AM <br />PM <br />D - <br />- <br />- <br />- <br />1.5 <br />(17.4) <br />1(19.3) <br />A(C) <br /> <br />A(C) <br />8. El Charro <br />Extension <br />and Stanley <br />Boulevard <br />Signal AM <br />PM <br />D 54.5 <br />35.3 <br />D <br />D <br />54.8 <br />32.3 <br />D <br />C <br />9. El Charro <br />Extension <br />and Busch <br />Road <br />Signal AM <br />PM <br />D 48.7 <br />32.2 <br />D <br />C <br />47.9 <br />31.9 <br />D <br />C <br />10. El <br />Charro <br />Extension <br />and <br />Stoneridge <br />Drive <br />Signal AM <br />PM <br />D 51.0 <br />67.9 <br />D <br />E <br />51.1 <br />70.8 <br />D <br />E <br />Notes: <br />1 Existing intersection traffic control type (Signal = Signalized; Side-Street Stop = Side-Street Stop <br />control) <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 unacceptable operations. <br />Source: Fehr & Peers, February 2025. <br /> <br />Vehicle Queues <br />For the study intersections, Table 14 presents the 95th percentile vehicle <br />queue results. Queue worksheets are provided in Appendix C of the TIA. The <br />addition of project traffic was found to cause vehicle queues to increase by <br />more than 50 feet (more than 2 car lengths) where the 95th percentile queue