PC-2004-58 - Laserfiche WebLink

47. Unless otherwise required by the Fire Marshall, Pleasanton-Livermore Fire Department, all portions ofthe buildings covered by this approval shall have installed and operating, fire extinguishers with a minimum 2-A: 1 O-B:C rating. The fire extinguishers shall be located within a 75-foot radius of each other. 48. Trash enclosures which are sized to contain dumpsters with an individual capacity of one and one-half cubic yards located within five-feet of unprotected building openings, combustible walls, or combustible roof eaves shall be provided with an automatic fire sprinkler system. This detail shall be shown on the building permit plan set to the satisfaction of the Fire Marshall, Pleasanton-Livermore Fire Department, before issuance of a building permit. Engineering Requirements: 49. The proposed driveway along Bernal Avenue shall be posted for right turn in and out. The two driveways on Utah Street shall street type opening similar to the driveway on Bernal Avenue. 50. The enhanced paving show on the plans shall be paving stones or other non-grouted pavers. The pavers shall be supported with a layer of filter rock capable of supporting the traffic loads while still allowing water to penetrate. There shall be subdrains located at the bottom of the subgrade that are tied to the storm drain system. The exact configuration of this pavers, structural section, and subdrains shall be per the recommendation of the project soil's engineer and approval of the City Engineer and shall be shown on the building permit plan set to the satisfaction of the Planning Director and the City Engineer before issuance of a building permit. 51. The project developer owner shall enter into an agreement with the City of Pleasant on for the long-term maintenance of the storm water facilities. The agreement shall be recorded prior to issuance of a building permit. The City Attorney shall review and approve the exact language of this agreement before it is recorded. 52. The project developer shall be responsible for paying applicable Zone 7 drainage fees. 53. All utilities required to serve any existing or proposed development on-site shall be installed underground. 54. 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 ofthe Director of Building Inspection. The minimum paving section shall be two-inches of asphalt concrete (A.C.) on a six-inch asphalt base (A.B.). The minimum A.C. pavement slope shall be one-percent. For pavement slopes less than one-percent, the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be one-half of one-percent. 7 1.