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Appendix H - Transportation Supporting Information COMBINED
City of Pleasanton
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BOARDS AND COMMISSIONS
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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 | 30 <br />Table 6: Intersection Level of Service Analysis – Existing plus Project Conditions <br />ID # Intersection Control Peak Hour <br />Existing Conditions Existing 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 />(E) <br />7.3 <br />(39.1) <br />A <br />(E) <br />7.4 <br />(40.0) <br />P.M. A <br />(B) <br />2.6 <br />(12.5) <br />A <br />(B) <br />2.6 <br />(12.5) <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 />(12.1) <br />P.M. n/a n/a A <br />(C) <br />0.4 <br />(18.0) <br />3 Canyon Meadows Dr & Dublin Canyon Rd <br />Ex: Side-street stop Ex+P: Signal <br />A.M. A <br />(C) <br />1.4 <br />(18.1) A 8.5 <br />P.M. A (C) <br />0.9 (22.5) A 8.0 <br />4 Foothill Rd & Dublin <br />Canyon Rd/Canyon Way Signal A.M. C 21.9 C 22.0 <br />P.M. D 44.0 D 45.7 <br />5 Foothill Rd & I-580 EB Ramps Signal A.M. B 12.3 B 12.3 <br />P.M. B 12.8 B 13.0 <br />6 Foothill Rd & I-580 WB Off-ramp Signal A.M. B 11.6 B 11.6 <br />P.M. B 17.0 B 17.1 <br />7 Foothill Rd & Stoneridge Dr/Laurel Creek Dr Signal A.M. B 19.5 B 19.6 <br />P.M. B 16.7 B 16.8 <br />8 Stoneridge Dr & <br />Stoneridge Mall Rd. Signal A.M. A 5.5 A 5.5 <br />P.M. B 13.4 B 13.5 <br />9 Stoneridge Dr & I-680 SB Off-ramp Signal A.M. A 8.8 A 8.8 <br />P.M. B 12.6 B 12.6 <br />10 Stoneridge Dr & I-680 NB Off-ramp Signal A.M. B 13.1 B 13.1 <br />P.M. B 16.3 B 16.4 <br />Notes: 1. LOS – Level of Service 2. Delay – Whole intersection weighted average control delay expressed in seconds per vehicle for signalized and all-way 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 />~KM
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