PC-98-21 - Laserfiche WebLink

Resolution No. PC-98-21 Page 16 52. The design for the line, grade, and structural sections for the streets serving this development shall be subject to final review and approval by the City Engineer. 53. The applicant shall construct vertical P.C.C. curbs and gutters within this development unless otherwise approved by the City Engineer. 54. The design of the water supply and sanitary sewer systems shall be subject to the review and approval of the City Engineer. 55. Approval of the storm drainage system shall be subject to the review and approval of the City Engineer and Zone 7, as applicable, that the system is adequate, connects to an approved point of discharge, meets any and all applicable requirements of the Alameda County Flood Control District - Zone 7, meets any and all applicable requirements of the Federal Emergency Management Flood Hazard Program, the California Department of Fish and Game, and meets the immediate and long-range requirements of this development and all upstream areas intended to be drained through this development. 56. The developer shall be responsible for the undergrounding of the overhead utility lines along the project's Foothill Road frontage. The applicant may enter into a reimbursement agreement with the City to recover some of the costs of the undergrounding from other benefiting properties when they develop their properties. 57. Lots above elevation 390 shall have individual hydromatic booster pumps for their water systems. Where feasible the pumps shall be located in the garage of the unit. 58. The typical section for the Equus Court shall be revised to reflect a minimum street width of28 ft. from curb to curb. There shall be a 5 foot wide area behind the curb which shall be graded at a 2 percent slope towards the street. The public service easement shall be 8 foot wide. On-street parking shall only be permitted on one side of the street. This revised road profile shall be shown on the tentative map. 59. The typical section for the private access driveway shall be revised to reflect a public service easement over the roadway and 5 ft. behind the roadway on each side. This revised profile shall be shown on the tentative map. 60. Unless otherwise approved by the City Engineer, all public storm drain lines shall be located within the street right-of-way. All other lines shall be private and maintained be the individual homeowners. The proposed storm drain line at the southerly end ofEquus Court leading to Foothill Road shall be relocated to the street. The proposed storm drain line from Lot 2 shall be located within a private storm drain easement outside the street right-of-way and public service easements.