PC 2005-63 - Laserfiche WebLink

G9_ The applicar>t shall submit a refundable cash bond for construction hazard prior to issuance of an Engineering or i3 wilding Departr»ent permit- The arT>ount of this bend will be determined by the City Engineer- 70. The applicants 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. 71 _ The haul route for all materials to and frorr> this development shall be approved by the City Engineer prior to the issuance of an eneroachnient permit~ 72. Stone drainage swales, gutters, inlets, outfalls, and channels not within the area of a dedicated public street or public service easenicnt approved by the City Engineer shall be privately maintained by the property owner_ 73_ The design of the water supply and sanitary sewer systems shall be subject to the review and approval of the City Engineer. 74. Approval of the storm drainage system shall be subject to the review and approval of the City Engineer and Zone 7, as applicablq that the system is adequate, connects to an approved point of discharge, meets any and all applicable requirements of the Alameda County Flood CJontrol District -Zone 7, meats any and all applicable requirements of the Federal Emergency Management Flood Hazard Yrograa~>, the California Department of Fish and Game, and meets the i>nn~ediate and long-range requirements of this dcvclopnient and all upstream areas intended to be drained through this development. 75_ All utilities required to scree the proposed development shall be installed underground, unless otherwise determined by the City Engineer_ 76. The applicant shall submit a final utility plan showing the proposed sewer systc>ri, 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. 77. Any da>r~age to existing street or sidewalk improvcnicnts during construction on the s ubj act property shall be rap aired to the satisfaction of the Planning l~iractor and City Engineer at fu]] expanse to the developer- This shall includes slurry Baal, overlay, or street reconstruction if deemed warranted by the City Engineer- 78_ Ti-.c 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 subj act to the approval of the City Engineer- 'fha minimum paving section shall be two inches <2"~ of asphalt concrete <A.C.~ on a six-inch <6"~ asphalt base ~A_13.~. 'fhe n~>inimum 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 O.5 percent. 1 1