ORD 1610 - Laserfiche WebLink

9) All down-hill cul-de-sacs and motor courts shall have drainage releases unless otherwise approved by the City Engineer. 10) "AA" street at Stoneridge Drive and "O" street at Gibraltar Drive shall be modified to allow two 12' wide outbound lanes and one 18' wide inbound lane. The entrance curb return at "O" street shall have a minimum 40' radius. 11) On-site sanitary sewer systems may only connect to the existing public laterals stubbed to Hacienda Business Park Lots 8A, 8B, and 26. If required by the City Engineer, on-site systems shall be redesigned to connect to existing laterals; no new sewer lateral connections to public streets are allowed, unless otherwise approved by the City Engineer. 12) The storm drainage from each lot shall be directed to an approved storm drain system in accordance with Sections 2907 (b) (5) and 7012 (d) of the 1988 Uniform Building Code, unless otherwise approved by the Building Official and City Engineer. 13) All retaining walls higher than 4' (measured from the top of the wall to the bottom of the footing) shall be constructed of reinforced concrete or shall be an approved crib wall type. Calculations signed by a registered civil engineer shall accompany the wall plans. 14) The publicly maintained sanitary sewers of each project area shall be interconnected, unless otherwise approved by the City Engineer. 28. There shall be no private driveway access to Hacienda Drive, Stoneridge Drive, and Gibraltar Drive. With recordation of the final map, the developer shall abandon all access rights to these streets except for "A" street, "O" street, and "AA" street. 29. The applicant shall comply with the City's non-point storm drain run-off ordinance. - B-15 -