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Appendix H - Transportation Supporting Information COMBINED
City of Pleasanton
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2020 - PRESENT
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2025
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12-10
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ITEM 5 EXHIBIT A
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Appendix H - Transportation Supporting Information COMBINED
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Transportation Impact Study for Hidden Canyon Residences & Preserve <br />March 2023 Page | 37 <br />Table 7: Intersection Level of Service Analysis – Near Term Conditions <br />ID # Intersection Control Peak Hour <br />Near Term No Project Conditions Near Term Plus Project Conditions <br />LOS1 Average <br />Delay2 LOS1 Average <br />Delay2 <br />1 Schaefer Ranch Rd & <br />Dublin Canyon Rd <br />Side-street <br />stop <br />A.M. A <br />(F) <br />8.8 <br />(51.8) <br />A <br />(F) <br />9.0 <br />(52.7) <br />P.M. A <br />(B) <br />2.6 <br />(12.7) <br />A <br />(B) <br />2.6 <br />(12.8) <br />2 Proposed Street B & <br />Dublin Canyon Rd <br />Side-street <br />stop <br />A.M. n/a n/a A <br />(B) <br />0.3 <br />(12.5) <br />P.M. n/a n/a A <br />(C) <br />0.4 <br />(18.5) <br />3 Canyon Meadows Dr & <br />Dublin Canyon Rd <br />Ex: Side- <br />street stop <br /> Ex+P: Signal <br />A.M. A <br />(C) <br />1.5 <br />(19.6) A 8.6 <br />P.M. A <br />(C) <br />0.9 <br />(23.2) A 8.1 <br />4 Foothill Rd & Dublin Canyon Rd/Canyon Way Signal A.M. C 26.4 C 26.6 <br />P.M. D 43.5 D 44.2 <br />5 Foothill Rd & I-580 EB Ramps Signal A.M. B 15.1 B 15.1 <br />P.M. B 13.6 B 14.1 <br />6 Foothill Rd & I-580 WB <br />Off-ramp Signal A.M. B 15.5 B 15.5 <br />P.M. B 13.6 B 13.6 <br />7 Foothill Rd & Stoneridge Dr/Laurel Creek Dr Signal A.M. C 21.8 C 21.9 <br />P.M. B 14.9 B 15.0 <br />8 Stoneridge Dr & Stoneridge Mall Rd. Signal A.M. A 5.9 A 5.9 <br />P.M. B 13.4 B 13.5 <br />9 Stoneridge Dr & I-680 SB Off-ramp Signal A.M. B 11.4 B 11.4 <br />P.M. B 11.3 B 11.3 <br />10 Stoneridge Dr & I- <br />680 NB Off-ramp Signal A.M. B 16.2 B 16.2 <br />P.M. B 18.7 B 19.0 <br />Notes: <br />1. LOS – Level of Service 2. Delay – Whole intersection weighted average control delay expressed in seconds per vehicle for signalized and all-way <br />stop controlled intersections. For side-street stop-controlled intersections, delay is presented for both the intersection average (and delay to the worst approach is shown in parenthesis). 3. Ex – Existing Conditions; Ex+P – Existing Plus Project Conditions <br /> <br />~KM
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