ORD 1938 - Laserfiche WebLink

Ordinance No. 1938 Page 13 of 17 63. The project developer shall obtain all necessary State and Federal agency environmental permits before approval of the final subdivision map or, at the discretion of the City Engineer and Planning Director, the issuance of a grading permit. 64. Unless otherwise approved by the City Engineer, the storm drainage from each lot shall be directed to the street or to an approved storm drain system in accordance with Sections 2907(b)(5) and 7012(d) of the 1988 Uniform Building Code. 65. Unless otherwise approved by the City Engineer, all fill and cut slopes shall be 3:1 horizontal to vertical or less. 66. Except for the existing overhead utility lines along the Old Vineyard Avenue project frontage which may remain overhead per the Vineyard Avenue Corridor Specific Plan, all existing on-site utility lines and all utilities required to serve the proposed development on-site shall be installed underground in a joint utility trench, unless otherwise determined by the City Engineer. 67. The project developer shall comply with the recommendations of the geotechnical report entitled "Design-Level Geotechnical Investigation Windy Oaks Subdivision" prepared by Berlogar Geotechnical Consultants and any supplemental peer review and response letters. The applicant shall address the peer review comments to the satisfaction of the City Engineer prior to tentative map approval. 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 Chief Building Official that the final development plan is in conformance with the geotechnical report approved with the project. 68. 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. 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 submitted to the City Engineer and Chief Building Official for review and approval prior to occupancy. 69. The project developer shall submit a refundable cash bond for hazard and erosion control prior to issuance of an Engineering or Building Department permit. The amount of this bond will be determined by the City Engineer. 70. The project developer/subdivider shall deposit a bond with the City of Pleasanton to ensure completion of any required improvements. This bond shall be in a standard form approved by the City Attorney and shall be in an amount satisfactory to the City Engineer. The City Engineer may waive this requirement if the required improvements have been satisfactorily installed/constructed prior to recordation of the final parcel map. 71. The project developer shall grant an easement to the City over those parcels needed for public service easements (P.S.E.) and which are approved by the City Engineer or other easements, which may be designated by the City Engineer. 13