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Pock Lane Residential Traffic Impact Study <br /> Tables <br /> Table 1: Signalized Intersection Delay and LOS Definitions.............................................................................................10 <br /> Table 2: Unsignalized Intersection Delay and LOS Definitions........................................................................................11 <br /> Table 3: Intersection Level of Service Analysis— Existing Conditions...........................................................................22 <br /> Table 4: New VMT Thresholds of Significance for San Joaquin County(Residential Projects)..........................23 <br /> Table 5: Home Based VMT per Capita Comparison............................................................................................................24 <br /> Table6: Project Trip Generation..................................................................................................................................................24 <br /> Table 7: Intersection Level of Service Analysis— Existing plus Project Conditions..................................................27 <br /> Table 8: Intersection Level of Service Analysis—Cumulative Conditions....................................................................30 <br /> Table 9: Intersection Level of Service Analysis—Cumulative plus Project Conditions...........................................33 <br /> Figures <br /> Figure1:Vicinity Map.........................................................................................................................................................................6 <br /> Figure 2a: Site Plan for 2706 Pock Lane......................................................................................................................................7 <br /> Figure2b: Site Plan for 3009 Pock Lane......................................................................................................................................8 <br /> Figure 3: Existing Pedestrian Facilities.......................................................................................................................................14 <br /> Figure4: Existing Bicycle Facilities..............................................................................................................................................16 <br /> Figure 5: Existing Transit Facilities..............................................................................................................................................18 <br /> Figure 6: Existing Lane Geometry and Traffic Controls......................................................................................................20 <br /> Figure 7: Existing Conditions Peak Hour Traffic Volumes.................................................................................................21 <br /> Figure 8: Project Trip Distribution and Assignment.............................................................................................................26 <br /> Figure 9: Existing plus Project Conditions Peak Hour Traffic Volumes........................................................................28 <br /> Figure 10: Cumulative No-Project Conditions Peak Hour Traffic Volumes................................................................31 <br /> Figure 11: Cumulative plus Project Conditions Peak Hour Traffic Volumes..............................................................34 <br /> Appendices <br /> Appendix A—Turning Movement Counts, ADT, and Historical ADT <br /> Appendix B— Pock Lane VMT Analysis <br /> Appendix C— Existing Conditions Intersections Level of Service Worksheets <br /> Appendix D— Existing plus Project Conditions Intersections Level of Service Worksheets <br /> Page I ii <br /> TJKM <br />