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<br />construction. Work on the alternative fire protection methods shall not begin until <br />approved by the Fire Chief. <br /> <br />52. All private driveways and aisles designated as fire lanes by the Fire Chief shall be <br />maintained in accordance with Articles 9 and 10 of the Uniform Fire Code which permits <br />towing vehicles illegally parked on the fire lanes. Fire lane curbs shall be painted red <br />with "No Parking, Fire Lane, Tow Away Zone" or "No Parking, Fire Lane, Tow Away <br />Zone" signs shall be installed as required by the Vehicle Code. <br /> <br />53. The Fire Chief shall issue a permit prior to any installation of a fire detection, alarm, and <br />occupant notification system. All sprinkler system water flow and control valves shall be <br />complete and serviceable prior to final inspection. Prior to the occupancy of a building <br />having a fire alarm system, the Fire Department shall test and witness the operation of the <br />fire alarm system. <br /> <br />54. All portions of the building covered by this approval shall have installed and operating, <br />fire extinguishers with a minimum 2-A:IO-B:C rating. The fire extinguishers shall be <br />located within a 75-foot radius of each other. <br /> <br />55. Trash enclosures which are sized to contain dumpsters with an individual capacity of 1.5 <br />cubic yards located within five feet of unprotected building openings, combustible walls, <br />or combustible roof eaves shall be provided with an automatic fire sprinkler system. <br /> <br />Engineering Requirements: <br /> <br />56. The project developer shall construct the transit shelter with a trash receptacle. The <br />shelter and trash receptacle design shall be approved by the Planning Director prior to <br />issuance of project building permits. An encroachment permit shall be obtained prior to <br />installation. Lighting shall be provided if determined necessary by the City Engineer. <br /> <br />57. All utilities required to serve any existing or proposed development on-site shall be <br />installed underground, unless otherwise determined by the City Engineer. <br /> <br />58. 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 Director of Building Inspection. The minimum <br />paving section shall be two inches of asphalt concrete (AC.) on a six-inch asphalt base <br />(AB.). The minimum AC. pavement slope shall be one percent. For pavement slopes <br />less than 1 %, 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%. <br /> <br />59. The project developer shall submit a final grading and drainage plan prepared by a <br />licensed civil engineer depicting all final grades and on-site drainage control measures, <br />including concrete-lined V -ditches, to protect all cut and fill slopes from surface water <br />overflow. This plan shall be subject to the review and approval ofthe City Engineer <br />and/or the Director of Building Inspection prior to the issuance of any building permits. <br /> <br />8 <br />