PC 2002-37 - Laserfiche WebLink

52. Prior to construction, the project developer shall provide adequate fire protection facili- ties in conformance to the City's Fire Department Standazds able to suppress a major fire. 53. The Fire Chief and the Director of Building Inspection shall approve the number, type, and location of all private fire hydrants. 54. All curbs located with a seven foot, six inch (7' 6") radius of a private fire hydrant shall be painted red, unless, modified by the Fire Chief. 55. All driveway aisles designated as fire lanes by the Fire Chief shall be maintained in ac- cordance 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 Pazking, Fire Lane, Tow Away Zone" signs shall be installed as required by the Vehicle Code. 56. 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 this building's occupancy, representatives of the Fire Department shall test and witness. the operation of the fire alarm system. 57. 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 lo- cated within aseventy-five foot (75' 0") radius of each other. Engineering Requirements: 58. All utilities required to serve any existing or proposed development on-site shall be in- stalled underground. 59. The paving sections for the on-site parking and driveway azeas shall be designed on the basis of an R-Value test and a traffic index to carry the anticipated traffic loads. This de- sign shall be subject to the approval of the Director of Building Inspection. The mini- mum 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 one percent (1%), the surface runoff shall be carried in a con- crete gutter to an acceptable point of dischazge. The minimum slope for concrete gutter shall be one-half of one percent (0.5%). 60. The project developer shall submit a final grading and drainage plan prepazed by a li- censed civil engineer depicting all final grades and on-site drainage control measures. This plan shall be subject to the review and approval of the City Engineer and the Direc- tor of Building Inspection prior to the issuance of any building permits. PUD-80-2-l7D, Planning Commission June 26, 2002 Page 9 of 12