3_Exhibits A-G - Laserfiche WebLink

Mike Tassano December 6, 2022 Page 2 of 39 7. Springdale Avenue/Stoneridge Drive 8. Stoneridge Drive/Stoneridge Mall Road 9. Stoneridge Drive/I-680 SB Ramps 10. Stoneridge Drive/I-680 NB Ramps 11. Hopyard Road/Stoneridge Drive 12. Hacienda Drive/Stoneridge Drive 13. Santa Rita Road/Stoneridge Drive 14. Hopyard Road/I-580 WB Ramps 15. Hopyard Road/I-580 EB Ramps 16. Hopyard Road/Owens Drive 17. Hacienda Drive/I-580 WB Ramps 18. Hacienda Drive/I-580 EB Ramps 19. Hacienda Drive/Owens Drive 20. Tassajara Road/I-580 WB Ramps 21. Santa Rita Road/I-580 EB Ramps/Pimlico Drive 22. Santa Rita Road/Rosewood Drive 23. Santa Rita Road/Old Santa Rita Road/Pickens Lane 24. Santa Rita Road/Valley Avenue 25. Old Santa Rita Road/Rosewood Drive 26. Valley Avenue/Busch Road 27. Bernal Avenue/Valley Avenue/Stanley Boulevard 28. Stanley Boulevard/El Charro Road 29. Sunol Boulevard/First Street/Bernal Avenue 30. Sunol Boulevard/Valley Avenue/Junipero Street 31. Sunol Boulevard/I-680 NB Ramps 32. Sunol Boulevard/I-680 SB Ramps Operations of signalized intersections were evaluated using the methodology of the Transportation Research Board’s Highway Capacity Manual 2000 Edition. The following scenarios were evaluated: • Existing Conditions – Existing volumes obtained from traffic counts and the existing roadway system configuration. Existing peak hour counts were collected during the weekday morning (7:00 to 9:00 AM) and weekday evening (4:00 to 6:00 PM) peak periods when local schools were in session. • Existing Conditions Plus Project – Existing volumes obtained from traffic counts and the existing roadway system configuration plus traffic that would be generated by the development of the housing element update sites/projects. Under this scenario, the proposed housing element land uses are added to the baseline travel demand model, replacing current uses if applicable, to estimate traffic volume changes at the study