SU0002699 - Laserfiche WebLink

Home Browse Search

-3- h. ACCESS AND CIRCULATION: The following requirements apply and shall be shown on the Site Plan: (1) Access driveways shall have a width of no less than twenty-five (25) feet for two-way aisles and sixteen (16) feet for one-way aisles. (Development Title Section 9- 1015.5[hD i. LANDSCAPING: the following requirements shall apply: (1) One (1) tree shall be required for each five (5) parking stalls, or portion thereof, and shall be evenly spaced throughout each parking lot. (Development Title Section 9- 1020.5) 2. RIPON CONSOLIDATED FIRE DISTRICT The following shall apply to this project: a. Phase 1: (1) Existing access road surface is sufficient for Phase 1, however appropriate measures need to be taken to ensure that the 20'width is maintained. (2) Provide an approved key box at the entrance gate to the facility, with keys to allow access to the facility in an emergency. (Section 902.4) (3) Provide detail on construction type of the proposed structures so that required fire flow can be calculated. When this is completed the District will advise of onsite water supply requirements, as per Appendix III-A of the 1994 Uniform Fire Code. Provide District with specifications for pump and system to be used for fire protection. (4) The propane facility is not indicated on the site plan. Indicate location and planned use (e.g.dispensing). Separation of LP-gas containers from buildings, property lines, and public ways shall be in accordance with Table 8204-A. (Section 8204.2) (5) Proposed fire riser must meet requirements of the Ripon Fire District. This will also be subject to water supply requirements. b. Phase 2: (1) Provide detail on construction type of proposed structure #10 so that required fire flow can be calculated. (2) Proposed roadway will be required to serve as a fire lane, and be marked as such. (3) Fire hydrants shall be located along the route of the fire apparatus access roadway. (Section(s)901.1 and 903.4.2) C. Phase 3: (1) Provide detail on construction type of proposed structure #11 so that required fire flow can be calculated.