RES 02106 - Laserfiche WebLink

14. The project developer/subdivider shall secure an encroachment pennit from Alameda County before beginning any work in the Happy Valley Road/Alisal Street right-of-way. 15. The following typical street sections shall be revised as follows: Public Street Typical Section: The street right-of-way shall have a minimum width of 25 feet measured from the back of curb. The street shall have driveway type openings to the private driveways (roads) and the Emergency Vehicle Access Road (EVA). The street shall be posted for no parking. There shall be an eight foot wide Public Service Easement (PSE) located on both sides of the street right-of-way, five feet of which shall be graded at 2% towards the street (except the downstream side of the section between station 8+00 to 13+00). The typical side slope shall be a 3:1 maximum. The street section with the straight cross slope (section between station 8+00 to 13+00) shall have an 18 inch wide flush curb at the downstream side of the street. Storm water shall be allowed to sheet flow from the street directly to the natural swale. The Typical Private Driveway Section: The driveway section shall have an 18 inch wide flush curb at the downstream side of the driveway. Storm water shall be allowed to sheet flow from the private driveway directly to the natural swale. The typical side slope shall be a 3:1 maximum. The water and sewer lines within the driveway shall be public and maintained by the City. The street and storm drain shall be private and maintained by the Homeowners Association or individual property owners. There shall be Public Service Easement (PSE) located across the entire width of the driveway and extending eight feet into the adjoining lots. Access Road Section (EVA): The access road shall have a straight cross slope, be paved, and have a standard curb and gutter on the down-hillside. The structural section of the road shall support the Fire apparatus and maintenance vehicle as determined by the City Engineer. There shall be a gate installed near the public street. The minimum outside radius of the road shall be 55 feet. The maximum grade of the driveway shall be 15%, except at road intersections where the grade shall not exceed 7%. Detention Pond Access: The structural section of the detention pond access road shall be 1½ inches of decomposed granite over a Class Il aggregate base of sufficient strength to support the maintenance vehicle as determined by the City Engineer. There shall be a gate installed near the public street. The minimum outside radius of the road shall be 45 feet. The maximum grade of the driveway shall be 15% except at road intersection where the grade shall not exceed 7%. C~nditions qflApproval, PAP-36 (Vesting Tentative Map 7162), September 17, 2002- Page 3 qf 7