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Mike Tassano December 6, 2022 <br />Page 15 of 39 <br />Analysis of Existing Plus Project Conditions <br />Intersection Operations <br />Intersection operations for the Existing plus Project scenario were evaluated using the methods <br />previously described. The Existing Plus Project analysis results are presented in Table 5, based on <br />the traffic volumes and intersection configurations presented on Figure 3A and 3B. The following <br />intersections would operate below the city’s LOS standards under Existing and Existing plus <br />Project conditions as noted: <br />Intersections with LOS below City standard (No Project and Plus Project conditions): <br />- 24 Santa Rita Road/Valley Avenue <br />Intersections with LOS below City standard (only Plus Project conditions): <br />- 13 Santa Rita Road/Stoneridge <br />- 16 Hopyard Road/Owens Drive (Exempt) <br />- 32 Sunol Boulevard/I-680 SB Ramp (Exempt) <br />Table 5: Existing and Existing Plus Project Level of Service Summary <br />Intersection Control1 Peak Hour2 <br />Existing Existing Plus Project <br />Delay3 LOS Delay3 LOS <br />1 Foothill Road/I-580 WB Ramp Signal AM PM <br />10.0 A 10.9 B <br />13.9 B 14.6 B <br />2 Foothill Road/I-580 EB Ramp Signal AM PM <br />19.0 B 20.2 C <br />13.9 B 14.5 B <br />3 Foothill Road/Dublin Canyon Road/Canyon Way Signal AM PM <br />21.6 C 23.9 C <br />32.8 C 33.7 C <br />4 Foothill Road/Laurel Creek Drive/Stoneridge Drive Signal AM PM <br />23.2 C 24.2 C <br />22.9 C 24.7 C <br />5 Foothill Road/W Las Positas Boulevard Signal AM PM <br />22.7 C 25.2 C <br />15.9 B 17.6 B <br />6 Foothill Road/Bernal Avenue Signal AM PM <br />19.7 C 21.3 C <br />16.3 B 17.5 B <br />7 Springdale Avenue/Stoneridge Drive Signal AM PM <br />16.1 B 17.2 B <br />26.4 C 28.5 C <br />8 Stoneridge Drive/Stoneridge Mall Road Signal AM PM <br />15.6 B 17.3 B <br />28.0 D 35.9 D <br />9 Signal AM 12.3 B 12.2 B