PC-95-78 - Laserfiche WebLink

Resolution No. PC-95-78 Page 10 32. The existing Foothill reservoir access road, concrete v- ditches, culverts and Gold Creek bridge shall be removed at such time as the City Engineer determines that adequate access has been provided to the reservoir site, and that the road is not needed for other access purposes. The road area, adj acent slopes, and the Gold Creek bridge area shall be restored to a natural state, subject to the satisfaction of the City Engineer and the Planning Director. 33. Prior to commencement of final design of Laurel Creek Drive near its intersection with Foothill Road, the developer's engineer shall meet with the City's Traffic Engineer to ensure that the street alignment at the intersection meets City standards. ~ Laurel Creek Bridqe 34. The developer shall obtain all necessary permits from the Department of Fish and Game and any other responsible agencies for the construction of the Laurel Creek Bridge prior to City Council approval of the Final Map. 35. All detailed engineering plans and specifications for the bridge shall be submitted to the City Engineer for review and approval prior to City Council approval of the Final Map. ~ Gradinq and Drainaqe 36. The developer shall submit a final grading and drainage plan prepared by a licensed civil engineer depicting all final grades and on-site drainage control measures, including concrete-lined V-ditches, to protect all cut and fill slopes from surface water overflow. This plan shall be subject to the review and approval of the City Engineer prior to approval of the Final Map. 37. All fill banks shall be graded at a 3:1 slope, except those created as a result of landslide repair in areas with no buildings and where the natural, ungraded slope is steeper than 3:1. In these instances, the landslide repair shall match as closely as possible the natural slope prior to repair. 38. All highly visible proposed V-ditches shall be constructed of brown-colored concrete, to the satisfaction of the Planning Director.