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0ir. <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 Control' <br /> Peak Existing Existing Plus Project <br /> Hour2 Delay3 LOS Delay3 LOS <br /> AM 10.0 A 10.9 B <br /> 1 Foothill Road/I-580 WB Ramp Signal PM <br /> 13.9 B 14.6 B <br /> AM 19.0 B 20.2 C <br /> 2 Foothill Road/I-580 EB Ramp Signal PM <br /> 13.9 B 14.5 B <br /> Foothill Road/Dublin Canyon AM 21.6 C 23.9 C <br /> 3 Road/Canyon Way Signal PM 32.8 C 33.7 C <br /> 4 Foothill Road/Laurel Creek Si nal AM 23.2 C 24.2 C <br /> Drive/Stoneridge Drive g PM 22.9 C 24.7 C <br /> 5 Foothill Road/W Las Positas Si nal AM 22.7 C 25.2 C <br /> Boulevard g PM 15.9 B 17.6 B <br /> AM 19.7 C 21.3 C <br /> 6 Foothill Road/Bernal Avenue Signal PM <br /> 16.3 B 17.5 B <br /> Springdale AM 16.1 B 17.2 B <br /> 7 Avenue/Stoneridge Drive Signal PM 26.4 C 28.5 C <br /> 8 Stoneridge Drive/Stoneridge Si nal AM 15.6 B 17.3 B <br /> Mall Road g PM 28.0 D 35.9 D <br /> 9 Signal AM 12.3 B 12.2 B <br />