PC 90-077 - Laserfiche WebLink

ATTACHr~IJT A Proposed Conditions of Approval Tract 6311 July 25, 1990 1. The proposed subdivision shall conform substantially to the Tentative Map for Tract 6311, Exhibit A, sheets 1 through 3 (dated "Received, July 13, 1990"), on file with the Planning Department, except as modified by these conditions. 2. Except as modified, all relevant conditions of approval of PUD-90-9 (Ordinance No. 1473) shall remain in full force and effect. 3. The storm drain system shall be redesigned to the satisfaction of the City Engineer and Zone 7 such that the Division Street system outfalls directly into the Arroyo del Valle at the Wixam Bridge. The on-site storm drain shall have a separate outfall structure similar to the detail shown on the plans except that the outfall of the pipe shall be closer to the flowline of the Arroyo del Valle to reduce the amount of rip-rap material required. 4. The concrete curb located along the back of the private access driveway shall be reinforced with reinforcing steel rod where not backed by at least 2' (horizontal distance) of grade. 5. The typical section for Division Street shall be revised to show an 8' Public Service Easement (PSE) behind the back of sidewalk, and show the sidewalk width reduced to 5'. 6. The applicant submit small lot design standards covering decks, trellises, spas, and accessory structures to the Planning Director for review and approval prior to City Council approval of the final map. 7. The applicant shall submit an estimate for the design and installation costs to underground the overhead utility lines (and overhead 'drops" to properties located on the west side of Division Street) from a point approximately 60' south of the southernmost project driveway, northerly to the Division Street bridge over the Arroyo del Valle for review and acceptance by the City Engineer, and shall then pay to the City a sum not to exceed one-half of this figure prior to City Council approval of the final map. -8-