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City of Pleasanton—Villages at the Quarry Project <br />Consistency Checklist 15183 Consistency Checklist <br /> <br /> <br />194 <br />feet) where the queue already exceeds the available storage space <br />(for example, vehicle queues spilling back from ramp terminal <br />intersections to the freeway mainline, or vehicle queues extending <br />beyond the available turn pocket length, impeding travel in the <br />adjacent lanes). <br /> <br />Existing Intersection Volumes <br />Weekday morning (7:00 a.m. to 9:00 a.m.) and evening (4:00 p.m. to 6:00 <br />p.m.) peak period intersection turning movement counts were conducted at <br />the study intersections in February and March of 2024, including separate <br />counts of trucks, pedestrians, and bicyclists. For the study intersections, the <br />single hour with the highest traffic volumes during the count periods was <br />identified. The peak-hour volumes are presented on Figure 4 of the TIA along <br />with the existing lane configuration and traffic control. Traffic count <br />worksheets are provided in Appendix A of the TIA. <br />Existing Intersection Operations <br />Level of Service <br />Existing intersection operations are summarized in Table 7 below. Detailed <br />intersection LOS calculation worksheets and methodology are provided in <br />the TIA. <br />Table 7: Existing Conditions–Intersection Operations <br />Intersection Control1 <br />Peak- <br />hour2 <br />LOS <br />Standard <br />Existing Conditions <br />Delay3 LOS <br />1. Boulder Street and Valley <br />Avenue <br />Signal AM <br />PM <br />D 7.3 <br />9.5 <br />A <br />A <br />2. Valley Avenue and Busch <br />Road <br />Signal AM <br />PM <br />D 15.4 <br />9.8 <br />B <br />A <br />3. Santa Rita Road and Valley <br />Avenue <br />Signal AM <br />PM <br />D 33.7 <br />55.4 <br />C <br />E <br />4. Bernal Avenue/Valley Avenue <br />and Stanley Boulevard <br />Signal AM <br />PM <br />D 38.1 <br />62.9 <br />D <br />E <br />5. Busch Road and Ironwood <br />Drive <br />Signal AM <br />PM <br />D 19 <br />21.8 <br />B <br />C <br />6. Busch Road and City Service <br />Operations Center Entrance <br />Side-Street <br />Stop <br />AM <br />PM <br />D 1.1(9.7) <br />4.4(8.7) <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)