PC-97-21 - Laserfiche WebLink

Resolution No. PC-97-21 Page 12 56. All portions ofthe 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 (75' 0") radius of each other. 57. Any access restricting gates installed for this development shall be equipped with a remote control mechanism to permit emergency activation from the communications console at the Police Department. This shall consist of direct connection hardware, radio control, or other mechanism approved by the Police Department. All access gates shall be identified on the plans submitted for issuance of building permits and the type of remote control mechanism shall be identified. 58. If required by the Police Department, the building(s) shall be equipped with an alarm system, the type to be approved by the Police Department and that this system shall be installed prior to occupancy ofthe building. Engineering Requirements: 59. There shall be no on-street parking on the east side of Stone Pointe Way along the project site's frontage. The applicant shall paint the street curb red on this side of Stone Pointe Way and shall install "No Parking, Tow Away Zone" signs to advise motorists of this restriction. This detail shall be submitted to the City Engineer for review and approval before issuance of a building or an on-site permit. 60. The foundation of the Phase II classroom building adjacent to the LA VMA line shall be designed such that the structure's weight does not bear on the pipe, unless otherwise approved by the City Engineer and by the Director of Building Inspection. 61. The developer shall dedicate to the City and eight foot (8' 0") wide Public Service Easement across the project site's Stoneridge Drive frontage. The dedication shall take place before issuance of a "building shell" permit for the fist structure. 62. All on-site utilities shall be installed underground. 63. The paving sections for the on-site parking and driveway 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 (I %). 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%.