PC-2009-17, PUD-57, HENDRICK AUTOMOTIVE GROUP

freeway sign, noise, early and late hours of operation, and large truck deliveries. b. The presence of and typical activities and characteristics associated with park uses on the Staples Ranch Site including bright lights, noise, large buildings, large delivery trucks, early and late use hours of park use. C. The presence of typical activities and characteristics associated with retail and/or office uses on the Staples Ranch site including bright lighting, noise, early and later hours of operation, and large delivery trucks. d. The future extension EI Charro Road to Stanley Boulevard, as anticipated per the General Plan. e. The anticipated 1-580 freeway widening by Caltrans. 11. Parking and Transportation. a. The paving sections for the on site parking and drive areas shall be designed on the basis of an R -Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the City Engineer. The minimum paving section shall be two inches (2") of asphalt concrete (A.C.) on a six inch (6") asphalt base (A.B.). The minimum A.C. pavement slope shall be one percent (1 %). For pavement slopes of one percent, the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for a concrete gutter shall be 0.5 percent. b. All parking spaces shall be striped. 12. Flooding. a. Prior to the recordation of a Final Map, a Conditional Letter of Map Revision (CLOMR) that indicates how the Staples Ranch Site will be removed from the floodplain shall be filed and approved by the Federal Emergency Management Agency (FEMA), and a copy of the approved CLOMR shall be provided to the City Engineer. No building permits shall be issued for development within the Staples Ranch Site until a Final Letter of Map Revision (FLOMR) has been filed and approved by FEMA, unless it can be demonstrated to the satisfaction of the City Engineer that construction of the Livermore Flood Protection improvements described in the EIR will be completed prior to occupancy of any buildings on the Staples Ranch Site. b. Prior to beginning any construction activities, hydraulic modeling for the actual Stoneridge Drive bridge designs shall be complete and demonstrate that channel flow rates, capacity, and velocities in the Arroyo Mocho are not negatively impacted and scour protection is adequately addressed. The hydraulic modeling shall be subject to the review and approval of the City Engineer. The ACSPA shall be responsible for the hydraulic modeling.