10 ATTACHMENTS 8-11 - Laserfiche WebLink

Site Layout The proposed approximately 5,399- square -foot restaurant would be located approximately 60 feet from the north property line (1 -580 EB Hopyard Road off - ramp), 18 feet from the east property line (Hopyard Road), 42 feet from the west property line (business park side), and 100 feet from the proposed southern property line. Staff believes the proposed setbacks are acceptable as there would be an adequate buffer between the restaurant and roadways. Grading, Drainage and Utility, and Stormwater Requirements Grading: The southern portion of the site is relatively flat and is part of an existing parking lot. The northern portion of site slopes up approximately eight feet from south -to -north. The 1 -580 EB Hopyard Road off -ramp is approximately eight feet higher in elevation than the flat portion of the project site. The preliminary grading plan shows that a building pad would be created with the proposed building's finished floor at 299 feet above sea level. Grading would be performed to remove the dirt for the building pad and outdoor dining area, and retaining walls would be constructed to hold the upslope on the north side of the project area. As proposed, a two- tiered retaining wall is proposed along the project site abutting the 1 -580 EB Hopyard Road off -ramp. The height of the retaining walls would vary from a maximum of eight ft. tall at the 1 -580 EB Hopyard Road off -ramp to 3 ft. tall at Hopyard Road. The retaining walls would be located approximately three and one -half feet apart to allow landscaping to be planted between the walls. The proposed retaining walls would have a stone face with concrete cap matching the building wainscot. Drainage and Utilities: The on -site drainage system would connect to the existing drainage system at Pleasanton Square 11 Shopping Center. As mentioned previously, an existing CalTrans storm drain line is located diagonally across the northern portion of the site. The applicant has obtained approval from CalTrans to relocate the existing stormwater line and create a stormwater easement adjacent to the northern property line. Stormwater Treatment: Storm water runoff will be directed towards landscaped bio- retention planters located in various areas of the site for treatment before draining into the City's storm drain system. As conditioned, staff finds the proposed grading and drainage plan to be acceptable and in compliance with applicable stormwater runoff requirements. Design and Architecture The building design shows a gable roof with a hipped roof over the tower element. The roof design includes exposed rafter tails and knee braces. The body of the building would be finished with stucco with a stone veneer wainscot. A horizontal trim band would help break up the building massing. In addition, trellises and awnings are included on the elevations to add interest to the otherwise blank walls. The proposed roof would include a roof well for the placement of roof -top heating, ventilation, and air conditioning units so that all roof -top equipment would be screened from off -site. P13- 2533/PUD- 100/PUD- 96- 13 -02M Planning Commission Page 15 of 27