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r.1. <br /> EPAP Plus EPAP Plus <br /> Peak EPAP Project Plus <br /> Intersection Control' Hou Project Extension <br /> Delay3 LOS Delay3 LOS Delay3 LOS <br /> 24 Santa Rita Road/Valley Si nal AM 39.8 D 51.4 D 39.3 D <br /> Avenue g PM 99.8 F 115.9 F 61.5 E <br /> Old Santa Rita AM 2.9(9.3) A(A) 3.1 (9.5) A(A) 3.1 (9.5) A(A) <br /> 25 Road/Rosewood Drive SSSC PM 2.0(10.3) A(B) 2.1 (11.0) A(B) 2.1 (11.1) A(B) <br /> 26 Valley Avenue/Busch Road Signal <br /> AM 30.1 C 41.0 D 19.5 C <br /> PM 7.8 A 12.6 B 13.3 B <br /> 27 Bernal Avenue/Valley Si nal AM 51.2 D 54.5 D 49.9 D <br /> Avenue/Stanley Boulevard g PM 43.5 D 46.2 D 52.6 D <br /> Stanley Boulevard/EI AM - - - - 49.6 D <br /> 28 Charro Road Signal PM - - 20.0 B <br /> Sunol Boulevard/First AM 39.2 D 39.2 D 39.3 D <br /> 29 Street/Bernal Avenue Signal PM 40.8 D 42.6 D 42.0 D <br /> Sunol Boulevard/Valley AM 39.4 D 48.3 D 48.6 D <br /> 30 Avenue/Junipero Street Signal PM 28.5 C 31.3 C 31.3 C <br /> 31 Sunol Boulevard/I-680 NB Si nal AM 6.0 A 6.9 A 6.9 A <br /> Ramp g PM 14.0 B 13.7 B 13.7 B <br /> 32 Sunol Boulevard/I-680 SB Si nal AM 50.4 D 49.3 D 49.1 D <br /> Ramp g PM 16.8 B 21.8 C 21.7 C <br /> Notes: <br /> 1. Existing intersection traffic control type,(SSSC=Side-Street Stop-Controlled;Signal =Signalized) <br /> 2. AM=Weekday morning peak hour,PM =Weekday evening peak hour <br /> 3. Whole intersection average delay reported for signalized and all-way stop-controlled intersections.Side-Street <br /> stop-controlled delay presented as Whole Intersection Average Delay(Worst Movement Delay).Delay <br /> calculated per HCM 2000 methodologies. <br /> Bold indicates LOS below the City of Pleasanton standard. <br /> Bold and italics indicates exempt intersections with LOS below the City of Pleasanton standard. <br /> Source:Fehr&Peers, December 2022. <br /> Vehicle Queues <br /> The addition of Project traffic to EPAP conditions is expected to cause queues to exceed the <br /> existing length of a left turn pocket or make a through movement block access to a left turn <br /> pocket for the movements shown in Table 8. It should be noted that Table 8 only reports new <br /> queues exceeding the available storage with the addition of Project traffic.Appendix B provides a <br /> complete summary of intersection queuing, including those locations wherein the storage is <br /> already exceeded in existing conditions prior to the addition of project generated traffic. <br />