ORD 1974 - Laserfiche WebLink

Ordinance No. 1974 Page 17 of 21 with the requirements of the Uniform Plumbing Code. This device shall be installed by the building/house plumber between the two-way cleanout at the street right-of-way line and the building/house. Any building pad falling within this criteria shall be flagged on the street improvement plans. 88. At the time the water and sewer lines are installed on this property, the existing house shall be connected to City water and sewer and any existing septic tank and leach field located on the property shall be abandoned per Alameda County Health Department regulations. 89. The existing well on the site will be retained, use of which shall be tied to a City-wide reduction of water usage, or other emergency use. The well system shall be separated from the domestic potable water system with a "back-flow" preventer designed and installed to the satisfaction of the City Engineer and/or the Chief Building and Safety Official and shall be inspected annually. 90. All excess soil from the site shall be off-hauled from the site and disposed of in a lawful manner. No temporary stockpiling of dirt on this site shall occur without specific review and approval by the Planning Department. 91. 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. 92. 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. 93. Unless otherwise approved by the City Engineer, all fill and cut slopes shall be 3:1 horizontal to vertical or less. 94. 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. Arrangements shall be made with the adjacent property owner at 1666 Frog Hill Lane to ensure that service to the well is not interrupted, and the property owners shall be notified one week in advance of the commencement of work. 95. The project developer shall comply with the recommendations of the geotechnical report entitled "Geotechnical Investigation on Proposed Residential Development Lot 27, 1630 Vineyard Ave" prepared by Terrasearch, Inc. and any supplemental peer review or response letters. The applicants shall address the peer review comments to the satisfaction of the City Engineer prior to parcel 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.