13 ATTACHMENTS - Laserfiche WebLink

79. The applicant's contractor(s) shall obtain an encroachment permit from the City Engineer prior to moving any construction equipment onto the site or City right- of-way. 80. The haul route for all materials to and from this development shall be approved by the City Engineer prior to the issuance of an encroachment permit. 81. Storm drainage swales, gutters, inlets, outfalls, and channels not within the area of a dedicated public street or public service easement approved by the City Engineer shall be privately maintained by the property owner. 82. The design of the water supply and sanitary sewer systems shall be subject to the review and approval of the City Engineer. 83. Approval of the storm drainage system shall be subject to the review and approval of the City Engineer and Zone 7, as applicable, that the system is adequate, connects to an approved point of discharge, meets any and all applicable requirements of the Alameda County Flood Control District -Zone 7, meets any and all applicable requirements of the Federal Emergency 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. 84. All utilities required to serve the proposed development shall be installed underground in conduit, unless otherwise determined by the City Engineer. 85. The applicant 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. 86. 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. 87. 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 14