PC 2001-38 - Laserfiche WebLink

Resolution No. PC-01-3 $ Page 11 53. Any project developer, business owner, or tenant storing and/or using hazardous materials within the building covered by this approval, shall post National Fire Protection (NFP) 704 identification on the building and/or tenancy according to the City's "Hazardous Materials Identification Sign" procedures. 54. The project developer shall ensure that fire protection facilities, including all surface roads, fire hydrants, and a water supply capable of furnishing the required fire flow are installed and serviceable prior to and during the time of construction. When alternate methods of protection are approved by the Fire Chief, this requirement may be waived or modified. Proposed alternate methods of fire protection shall be submitted, in writing, to the Fire Chief. Work on the alternative fire protection methods shall not start without the approval of the Fire Chief. 55. All private driveways and aisles designated as fire lanes by the Fire Chief shall be maintained in accordance with Articles 9 and 10 of the Uniform Fire Code which permits towing vehicles illegally parked on the fire lanes. Fire lane curbs shall be painted red with "No Parking, Fire Lane, Tow Away Zone" or "No Parking, Fire Lane, Tow Away Zone" signs shall be installed as required by the Vehicle Code. 56. Approval for the number, type, and location of fire hydrants shall be subject to the approval of the Fire Chief and City Engineer. 57. The Fire Chief shall issue a permit prior to any installation of a fire detection, alarm, and occupant notification system. All sprinkler system water flow and control valves shall be complete and serviceable prior to final inspection. Prior to the occupancy of a building having a fire alarm system, the Fire Department shall test and witness the operation of the fire alarm system. 58. All portions of the building covered by this approval shall have installed and operating, fire extinguishers with a minimum 2-A: 10-B:C rating. The fire extinguishers shall be located within a seventy-five foot (75' 0") radius of each other. Engineering Requirements: 59. All utilities required to serve any existing or proposed development on-site shall be installed underground. 60. 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 Director of Building Inspection. The minimum paving section shall be 2" A.C. on 6" of A.B. The minimum A.C. pavement slope shall be 1%. For pavement slopes of 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 0.5%.