ORD 1948 - Laserfiche WebLink

Management Flood Hazard Program, the California Department of Fish and Game, and meets the immediate and long-range requirements of this development and all upstream areas intended to be drained through this development. 78. All utilities required to serve the proposed development shall be installed underground, unless otherwise determined by the City Engineer. 79. The applicants shall submit a final utility plan showing the proposed sewer system, water supply, electric power distribution, gas distribution, communication service, Cable television, and any required alarm system for the site. Said plan shall be subject to the review and approval of the City Engineer and the Planning Director prior to the issuance of any building permits. 80. Any damage to existing street or sidewalk improvements during construction on the subject property shall be repaired to the satisfaction of the Planning Director and City Engineer at full expense to the developer. This shall include slurry seal, overlay, or street reconstruction if deemed warranted by the City Engineer. 81. 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 City Engineer. The minimum paving section shall be two inches (2") of asphalt concrete (A.C.) on a six-inch (6") asphalt base (A.B.). The minimum A.C. pavement slope shall be one percent (1 %). For pavement slopes less than one percent, 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 percent. 82. Six-inch (6") vertical concrete curbs shall be installed between the new parking spaces and the landscaped areas. URBAN STORMWATER RUNOFF REQUIREMENTS Stormwater Design Requirements 83. The project shall comply with the Alameda Countywide NPDES Permit #CA50029831, a copy of which is available at the City offices. 84. The following requirements shall be incorporated into the project: a. 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 bioswales. Irrigated bioswales shall be redesigned as needed to the satisfaction of the City Engineer to optimize the amount of the storm water running off the paved surface that enters the bioswale at its most upstream end. This plan shall be subject to the review 12