PC-99-31 - Laserfiche WebLink

Resolution No. PC-99-3l Page 8 42. All 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. 43. Any project developer, business owner, or tenant storing and/or using hazardous materials within a 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. 44. Prior to construction, the project developer shall provide adequate fire protection facilities, including fire hydrants and a water supply and water flow in conformance to the City's Fire Department Standards able to suppress a major fire. 45. The Fire Chief and the Director of Building Inspection shall approve the number, type, and location of all private fire hydrants. 46. All curbs located with seven foot, six inch (7' 6") radius of a public/private fire hydrant shall be painted red, unless, modified by the Fire Chief. Blue street "hydrant markers" shall be installed for all fire hydrants per City of Pleasanton Standard Specifications. 47. 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 occupancy of the building, the Fire Department shall test and witness the operation of the fire alarm system. 48. All portions of the building covered by this approval shall have installed and operating, fire extinguishers with a minimum 2-A:IO-B:C rating. The fire extinguishers shall be located within a seventy-five foot (75' 0") radius of each other. Engineering Requirements: 49. All utilities required to serve the proposed development on-site shall be installed underground. 50. 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 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 I %, 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%.