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EXHIBIT C <br />List of Tables <br />Table Page <br />Table 1. Peak Hour Traffic Volumes: South 16 Street, South of West N Street. ......7 <br />th <br /> <br />Table 2. LOS Thresholds for Signalized and Unsignalized Intersections. .................9 <br /> <br />Table 3. Existing Level of Service (2016) for Study Intersections ........................... 10 <br /> <br />Table 4. Projected Base Condition Level of Service (2018). ................................... 11 <br /> <br />Table 5. Existing and Projected Level of Service for the Study Corridor. ............... 15 <br /> <br />List of Exhibits <br />(All Exhibits are located in Appendix A) <br />Exhibit A1. Site Location Map <br />Exhibit A2. Proposed Site Layout <br />Exhibit A3. Proposed Site Layout Aerial Background <br />Exhibit A4. Study Area <br />Exhibit A5. Existing Traffic Control Conditions Schematic <br />Exhibit A6. 2016 Weekday AM Peak Hour Turning Movements <br />Exhibit A7. 2016 Weekday PM Peak Hour Turning Movements <br />Exhibit A8. Trip Distribution, Origins/Destinations Weekday AM Peak <br />Exhibit A9. Trip Distribution, Origins/Destinations Weekday PM Peak <br />Exhibit A10. Trip Distribution, Driveways Weekday AM Peak <br />Exhibit A11. Trip Distribution, Driveways Weekday PM Peak <br />Exhibit A12. 2018 Weekday AM Peak Hour Turning Movementsw/o Development <br />Exhibit A13. 2018 Weekday PM Peak Hour Turning Movementsw/o Development <br />Exhibit A14. 2018 Weekday AM Peak Hour Turning Movementsw/ Development <br />Exhibit A15. 2018 Weekday PM Peak Hour Turning Movementsw/ Development <br />TOC-2 <br />Voigt Associates, Inc. Project 30605 GCP 16 Street Traffic Impact Analysis <br />th <br />March 2016 Prepared for Generational Commercial <br /> <br /> <br /> <br />