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Transportation Impact Study for Hidden Canyon Residences & Preserve <br />March 2023 Page | 25 <br />Table 4: Intersection Level of Service Analysis – Existing Conditions <br />ID # Intersection Control Peak Hour <br />Existing Conditions <br />LOS1 Average <br />Delay2 <br />1 Schaefer Ranch Rd & Dublin Canyon Rd Side-street stop <br />A.M. A <br /> (E) <br />7.3 <br />(39.1) <br />P.M. A <br /> (B) <br />2.6 <br />(12.5) <br />2 Proposed Street B & Dublin Canyon Rd Side-street stop A.M. n/a n/a <br />P.M. n/a n/a <br />3 Canyon Meadows Dr & Dublin Canyon Rd Side-street stop <br />A.M. A (C) 1.4 (18.1) <br />P.M. A (C) 0.9 (22.5) <br />4 Foothill Rd & Dublin Canyon Rd/Canyon Way Signal A.M. C 21.9 <br />P.M. D 44.0 <br />5 Foothill Rd & I-580 EB Ramps Signal A.M. B 12.3 <br />P.M. B 12.8 <br />6 Foothill Rd & I-580 WB Off-ramp Signal A.M. B 11.6 <br />P.M. B 17.0 <br />7 Foothill Rd & Stoneridge Dr/Laurel Creek Dr Signal A.M. B 19.5 <br />P.M. B 16.7 <br />8 Stoneridge Dr & Stoneridge Mall Signal A.M. A 5.5 <br />P.M. B 13.4 <br />9 Stoneridge Dr & I-680 SB Off-ramp Signal A.M. A 8.8 <br />P.M. B 12.6 <br />10 Stoneridge Dr & I-680 NB Off-ramp Signal A.M. B 13.1 <br />P.M. B 16.3 <br />Notes: 1. LOS – Level of Service <br />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). <br /> <br /> <br />~KM