PC 2005-41 - Laserfiche WebLink

80. "f rash enclosures which are sized to contain dumpsters with an individual capacity of 1.5 cubic yards located within Fve feet (5' O"~ of unprotected building openings, combustible walls, or combustible roof eaves shall be provided with an automatic Tire sprinkler system _ Engineering Requirementso 81 _ The. developer shall pay to the City the devetopment's pro-rata share of costs associated with the undergrounding of the existing ovcrl-lead utility lines on Sunol 13oiil evard. The dcvclopirient's pro-rata share of costs associated with the undergro ending of the existing overhead utility lines on Sunol Boulevard may he deferred to the certificate of occupancy, subject to the approval of the Planning Director and City Engineer. 82_ The applicant shall install afive-foot wide separated sidewalk across the entire property frontage as par[ of this project. The design and location of the sidewalk shall be shown on the he shown on the building permit plans submitted for the self=storage facility and shall be subject to review and approval by the Planning Director prior to issuance of a building permit. 83. 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 traffc 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.~. The minimum A_C_ pavement slope shall he 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 O_S%_ 84_ All utilities required to serve the proposed dcvclopnient on-site shall be installed underground_ 85. The project developer shall submit a final grading acid drainage plait 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 till slopes from surface water overtlow_ This plan shall be subject to the review and approval of the City Engineer and/or the Director of Building Inspection prior to the issuance of any building pcrrnits. 8 Ei_ The project developer shall submit a re i'undable cash bond for hazard and erosion control prior to issuance of an Engineering or Building Department permit. 1 he amount of this bond will be determined by the City Engineer. 87. The property owner shall grant an 8-foot wide public service easement <P.S.E.) behind the luture right-of-way/front property line. 88. 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 frotrt the City 12