Laserfiche WebLink
City of Pleasanton—Villages at the Quarry Project <br />15183 Consistency Checklist Consistency Checklist <br /> <br /> <br /> 203 <br />The intersection of Busch Road and Street D, which would provide direct <br />access to the project site, was evaluated under two types of control—side- <br />street stop control and as a roundabout. Both configurations were found to <br />yield acceptable operations. Peak-hour traffic signal warrants were not <br />found to be met at this location under the Cumulative without El Charro with <br />Project condition. <br />Table 11: Cumulative Without El Charro Extension Peak-hour Intersection LOS <br />Summary <br />Intersection Control1 <br />Peak- <br />hour2 <br />LOS <br />Standard <br />Cumulative <br />without Project <br />Cumulative with <br />Project <br />Delay3 LOS Delay3 LOS <br />1. Boulder Street <br />and Valley <br />Avenue <br />Signal AM <br />PM <br />D 9.7 <br />12 <br />A <br />B <br />13.7 <br />15.7 <br />B <br />B <br />2. Valley Avenue <br />and Busch Road <br />Signal AM <br />PM <br />D 23.4 <br />25.3 <br />C <br />C <br />25.3 <br />26.1 <br />C <br />C <br />3. Santa Rita Road <br />and Valley <br />Avenue <br />Signal AM <br />PM <br />D 37.6 <br />36.2 <br />D <br />D <br />39.3 <br />37.5 <br />D <br />D <br />4. Bernal <br />Avenue/Valley <br />Avenue and <br />Stanley <br />Boulevard <br />Signal AM <br />PM <br />D 42.4 <br />42.0 <br />D <br />D <br />44.6 <br />42.0 <br />D <br />D <br />5. Busch Road and <br />Ironwood Drive <br />Signal AM <br />PM <br />D 9.5 <br />11.9 <br />A <br />B <br />9.3 <br />11.8 <br />A <br />B <br />6. Busch Road and <br />City Service <br />Operations <br />Center Entrance <br />Side-Street <br />Stop <br />AM <br />PM <br />D 0.3(9.8) <br />0.9(13.8) <br />A(A) <br />A(A) <br />0.3(10.2) <br />0.8(14.4) <br />A(A) <br />A(A) <br />Roundabout AM <br />PM <br />D 4.9(5.3) <br />5.7(6.3) <br />A(A) <br />A(A) <br />5(5.4) <br />5.8(6.6) <br />A(A) <br />A(A) <br />7. Busch Road and <br />Street D <br />Side-Street <br />Stop <br />AM <br />PM <br />D - <br />- <br />- <br />- <br />1.2(19.3) <br />0.7(18.3) <br />A(A) <br />A(A) <br />Roundabout AM <br />PM <br />D - <br />- <br />- <br />- <br />5(6.1) <br />6.2(7.4) <br />A(A) <br />A(A) <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 />