RES 04016 - Laserfiche WebLink

of the final development plans to ensure that the recommendations have been properly incorporated into the development. The consultant shall certify by writing on the plans or as otherwise acceptable to the City Engineer that the final development plan is in conformance with the geotectmical report approved with the project. 95. The paving sections for the on-site parking and drive areas shall be designed on the basis of an R-Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the Director of Building Inspection. The minimum paving section shall be two inches (2") of asphalt concrete (A.C.) on a six inch (6") asphalt base (A.B.) or other section approved by the City Engineer. The minimum A.C. pavement slope shall be one percent (1%). For pavement slopes less than 1%, the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be 0.5%. 96. The project 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 Planning Director, City Engineer, and/or the Chief Building Official prior to the issuance of any building permits. 97. The project developer shall submit a refundable cash bond for hazard and erosion control prior to issuance of an Engineering or Building Depa~iment permit. The City Engineer will determine the amount of this bond. 98. All existing wells on the site shall be removed or sealed, filled and abandoned pursuant to Alameda County Ordinance 73-68, prior to the start of grading operations unless Zone 7 retains specific wells for observation wells, or special approval is obtained from the City Engineer for temporary use of an existing well for construction water. Any wells designated for abandonment or any wells, encountered during construction, are to be destroyed in accordance with a permit obtained from Zone 7. 99. The project developer shall construct vertical P.C.C. curbs and gutters within this development unless otherwise approved by the City Engineer. When the sidewalk is adjacent to the curb and gutter, they shall be poured monolithically. 100. All existing septic tanks or holding tanks shall be removed or sealed, filled, and abandoned, pursuant to the requirements of the Alameda County Department of Health Services. PCUP-63/PDR-243 Conditions of Approval Page 19