Planning Commission meeting agenda packet 7-9-25

Page 24 b. Minimum number of fire hydrants (subject to approval by Livermore-Pleasanton Fire Department (LPFD) Fire Marshal: i. 1 hydrant within 250 feet of any existing or proposed structure ii. 2 hydrants within 500 feet of any commercial, multi-family residential, industrial, or school building c. Minimum pipe size: 8-inch diameter d. Minimum depth of cover over pipe: 42 inches e. Blowoff requirements: i. At all dead ends whether temporary or permanent ii. At all low points in the line f. Maximum flow velocity: 10 feet per second (fps) g. Minimum fire flows in gallons per minute (gpm): i. 1,500 gpm for 2 hours (rural residential) ii. 2,000 to 2,500 gpm for 2 hours (single family residential) iii. 2,500 gpm for 2 hours (multi-family residential) iv. 2,500 gpm for 2 hours (social/recreation) h. Minimum pressures: i. 40 psi (peak hour demand) ii. 20 psi (maximum day demand plus fire flows) i. Dwelling unit equivalent flows: i. 160 gallons per day (single family residential) ii. 130 gallons per day (multi-family residential) (Address this condition prior to plan approval) 101. POTABLE WATER SERVICE: The City purchases water wholesale from Zone 7 Water Agency. Fees are due to both the City of Pleasanton and Zone 7 for new connections to the pipe network. Said fee amounts appear in the City’s Adopted Master Fee Schedule. For more information about water usage in Pleasanton, refer to Pleasanton Municipal Code Title 14. (Address this condition prior to building permit issuance) 102. IRRIGATION BACKFLOW PREVENTION ASSEMBLY: Irrigation Backflow preventer assembly shall be designed and installed in accordance with current City Standard Drawings 706; State Health and Safety Code (Title 17); and as required by the Public Works Department. Backflow Preventers (BFP) shall be selected from the latest “List of Approved Backflow Prevention Assemblies” available from the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. All backflow preventer assemblies shall be tested and certified by a City approved tester with the certification submitted to the City. Testing will be performed at the time City water is turned on to the site. An all-weather cover shall be placed over all backflow prevention assemblies 4 inches and smaller. (Address this condition prior to plan approval) 103. UTILITY ENCLOSURES: Proposed utility enclosures including vaults, meter boxes, splice boxes, and pedestals shall be installed in the public right-of-way, in a public service easement (PSE), or in a utility company specific easement. The locations for utility enclosures shall be considered in the following order of preference: (1) PSE area behind public sidewalk; (2) parkstrip area between the roadway curb & gutter and the sidewalk; (3) within the public sidewalk set flush to grade; (4) within driveway approach areas set flush to the surface with