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75. Storm drainage swales, gutters, inlets, outfalls, and channels not within the area of a <br />dedicated public street or public service easement approved by the City Engineer shall be <br />privately maintained by the property owner. <br />76. The design of the water supply and sanitary sewer systems shall be subject to the review <br />and approval of the City Engineer. <br />77. Approval of the storm drainage system shall be subject to the review and approval of the <br />City Engineer and Zone 7, as applicable, that the system is adequate, connects to an <br />approved point of discharge, meets any and all applicable requirements of the Alameda <br />County Flood Control District -Zone 7, meets any and all applicable requirements of the <br />Federal Emergency Management Flood Hazard Program, the California Department of <br />Fish and Game, and meets the immediate and long-range requirements of this <br />development and all upstream areas intended to be drained through this development. <br />78. All utilities required to serve the proposed development shall be installed underground, <br />unless otherwise determined by the City Engineer. <br />79. The applicants shall submit a final utility plan showing the proposed sewer system, water <br />supply, electric power distribution, gas distribution, communication service, Cable <br />television, and any required alarm system for the site. Said plan shall be subject to the <br />review and approval of the City Engineer and the Planning Director prior to the issuance <br />of any building permits. <br />80. Any damage to existing street or sidewalk improvements during construction on the <br />subject property shall be repaired to the satisfaction of the Planning Director and City <br />Engineer at full expense to the developer. This shall include slurry seal, overlay, or street <br />reconstruction if deemed warranted by the City Engineer. <br />81. The paving sections for the on-site parking and drive areas shall be designed on the basis <br />of an R-Value test and a traffic index to carry the anticipated traffic loads. This design <br />shall be subject to the approval of the City Engineer. The minimum paving section shall <br />be two inches (2") of asphalt concrete (A.C.) on a six-inch (6") asphalt base (A.B.). The <br />minimum A.C. pavement slope shall be one percent (1%). For pavement slopes less than <br />one percent, the surface runoff shall be carried in a concrete gutter to an acceptable point <br />of discharge. The minimum slope for concrete gutter shall be 0.5 percent. <br />82. Six-inch (6") vertical concrete curbs shall be installed between the new parking spaces <br />and the landscaped areas. <br />URBAN STORMWATER RUNOFF REQUIREMENTS <br />Stormwater Desi.~n Requirements <br />83. The project shall comply with the Alameda Countywide NPDES Permit #CA50029831, a <br />copy of which is available at the City offices. <br />11 <br />