PC-2003-01 - Laserfiche WebLink

Resolution No. PC-2003-01 Page 19 86. The project developer shall provide a 12-foot wide paved access to any maintenance holes and/or storm drain inleUoutlet located outside of the public street right-of--way that is intended to be publicly maintained. This change shall be shown on the final subdivision map to the satisfaction of the Planning Director and the City Engineer. 87. The existing septic tank and leach field shall be abandoned per Alameda County Health Department regulations. Evidence of the abandonment shall be provided to the Planning Director and to the City Engineer before the commencement of construction including grading. 88. All subdrains shall have clean-out installed at the beginning of the pipe. The bottom of the pipe shall terminate in a storm drain or other storm drain outfall, subject the approval of the City Engineer. The project developer's engineer shall submit an as-built subdrain location map to the City Engineer prior to the City's acceptance of the Public Improvements. It shall be the responsibility of the homeowner to relocate the subdrains if, during the excavation of a pool or other subsurface structure, the subdrains are encountered. All lots covered by this PUD Development Plan shall have disclosures identifying the locations of the subdrains to the future homeowners. The disclosure shall be recorded over the lots by separate instrument with recordation of the final subdivision maps. The disclosure shall be reviewed by the City Attorney before recordation. 89. The perimeter of all building foundations shall be designed with subdrains. Said drains shall be connected to the street gutter or other means determined to be acceptable to the City Engineer. 90. Unless otherwise approved by the City Engineer, all fill and cut slopes shall be 3:1 horizontal to vertical. This change shall be shown on the tentative subdivision map submitted for review and approval by the Planning Commission. 91. With recordation of the final subdivision map, the project developer shall abandon all access rights to old and new Vineyard Avenue. 92. The project developer shall comply with the recommendations of the geotechnical reports titled: "Geotechnical Investigation on Proposed 9-Lot Development, 2503 Vineyard Avenue, Pleasanton, California, for Dan Costal (Project No. 7413), prepared by Terrasearch, Inc. dated September 23, 1996. The project developer's geotechnical consultant shall review and approve all foundation, retaining wall, and drainage geotechnical aspects of the final development plans to ensure that the recommendations have been properly incorporated into the development. The consultant shall certify by writing on the plans or as otherwise acceptable to the Director of Building Inspection that the final development plan is in conformance with the geotechnical report approved with the project. 93. The project developer shall arrange and pay for the geotechnical consultant to inspect and approve all foundation, retaining, and wall and drainage geotechnical aspects of project construction. If, after construction of the subdivision improvements, the lots covered by this approval are developed individually by the property owners, this requirement shall be implemented by the individual owners to the satisfaction of the Director of Building Safety. The consultant shall be present on site during grading and excavation operations. The results of the inspections and the as-built conditions of the project shall be certified in writing by the geotechnical consultant for conformance to the approved plans and geotechnical report and PUD-O1-l M, Conditions ofApprova! Page 19 of 19 January 8, 2003