SU0004233 - Laserfiche WebLink

Home Browse Search

VLI LII LV VJ VV.1J LV J4JGJJJI RHi1Il.l1YU URCGR IJI.RV�III 1"Hl]C J( �I Site Plan—Commercial OPC 04-35J Aqua Pool and Spa c. In accordance with Condition 4 and 5 of said Resolution R-5633, the minimum structural cross-section shall be 2 %: inches asphalt concrete over four (4") inches of aggregate base. 5. Install 200 watt high-pressure sodium vapor streetlights along the Moffat Boulevard frontage of the property in accordance with City standards. The streetlights shall be located 140 feet, 380 feet and 620 feet from the west property line. 6. Install a twelve (12") inch water line in Moffat Boulevard extending from the existing water line at the intersection of Woodward Avenue and Moffat Boulevard, to the most easterly (towards Austin Road) off-site fire hydrant required by the Fire Department. This twelve (12") inch water line will be identified as a Public Facilities Implementation Plan (PFIP) improvement in the City's next update of the PFIP and will be eligible for reimbursement upon completion of the update. 7. Install backflow prevention devices at the domestic water service entrance, on-site fire hydrant(s) water service entrances, and fire sprinkler system water service entrance in accordance with City standards. ^� 8. Sanitary sewer is not available at this time to serve this site. The developer is required to install an on-site sanitary sewer septic system. The developer shall obtain all necessary permits for the septic system from the City and the San Joaquin County Environmental Health Department. The on-site sewer system shall be designed to flow to the City's sanitary sewer system when it becomes available to the site. The developer/owner shall enter into an agreement with the City agreeing to conversion from the on-site septic system to connection to the City sanitary system at the developer/owner's expense, 9. Two (2) City standard large refuse/recycling enclosure (10' x 20') are required on-site. The location of the enclosures shall be approved by the Public Works Department on the building site plans. The trash enclosures shall be located so that refuse trucks will not be required to back up to exit the trash enclosure locations. 10. On-site impervious pavement surface drainage slope shall be as follows: Minimum cross-slope on asphalt concrete is 2% or concrete is 1% with a maximum of 5% Concrete valley or curb gutters shall have minimum slope of 0.25%. 11. City storm drain facilities are not available to serve this development at this time. The developer shall construct an on-site interim percolation basin, in conformance with the City's Interim Percolation Basin Standards, to serve this development and the off-site street frontage until City facilities are available. When City facilities are available, the developer/owner shall be responsible for the conversion of the percolation basin to a storm drain retention basin with telemetry controlled pumped discharge Into City facilities. The developer/owner shall enter into an agreement with the City agreeing to said conversion at the developer/owner's expense. February 3, 2005 Page 7 of 11