5_Exhibit C - Laserfiche WebLink

Page 18 Manual on Uniform Traffic Control Devices (CA MUTCD), latest editions. The City also references design standards from “A Policy on Geometric Design of Highways and Streets” (latest edition) as published by the American Association of State Highway and Transportation Officials (AASHTO). Any deviations from standards must be approved by the City Engineer. (Address this condition prior to issuance of any Building Permits) 91.GEOTECHNICAL RECOMMENDATIONS: Recommendations from the project’s geotechnical investigation, as prepared by a California-licensed Geotechnical Engineer or Certified Engineering Geologist, shall be incorporated into the design of the improvements and/or explicitly noted on the plans. The author(s) of the geotechnical investigation shall certify on the plans that the design complies with their recommendations. During construction, the applicant must follow all recommendations. (Address this condition prior to issuance of any Building Permits) 92. DATUM FOR VERTICAL CONTROL: Vertical control surveying for all improvements to be constructed shall be based on the North American Vertical Datum of 1988 (NAVD 88). Any benchmarks used that relied on the National Geodetic Vertical Datum of 1929 (NGVD 29) shall be converted to NAVD 88 when presented on plans. The location of the benchmark and source of data must also be disclosed on the plans. (Address this condition prior to issuance of any Building Permits) 93. STORMWATER HYDRAULICS: The City’s storm drainage network has been designed in accordance with the Alameda County Hydrology and Hydraulics Manual published by the Alameda County Flood Control & Water Conservation District. Said manual is available for download at: https://acfloodcontrol.org/the-work-we-do/the-work-we-do-hydrology-manual/ The City is located in Zone 7, and its storm drain pipe network is considered a secondary facility. Any connections to, additions, or upgrades to the City’s pipe network shall be designed in accordance with the manual. Calculations submitted for review/approval shall be presented in a format consistent with the “Calculation Form – District Rational Method” available in the manual. The calculations shall demonstrate adequate freeboard given the design storm event assuming all bioretention areas are overflowing. Said calculations shall be prepared, stamped, and signed by a California-licensed civil engineer. (Address this condition prior to issuance of any Building Permits) 94. EMERGENCY OVERLAND STORMWATER FLOW/SUMP PROPERTIES: All properties shall be designed with an emergency overland flow path to direct storm runoff to the nearest public street or open flood control facility in the event on-site pipes become plugged. The flow path shall be lower than the finish floor elevation of all habitable structures. The flow path cannot rely on neighboring properties unless a storm drain easement across the neighbor is obtained. Sump properties must be designed to discharge the 50-year recurrence interval storm event through the pipe network before habitable structures become inundated. (Address this condition prior to issuance of any Building Permits) 95. UTILITY ENCLOSURES: Proposed utility enclosures including vaults, meter boxes, splice boxes, and pedestals shall be installed in the public right-of-way, in a public service easement (PSE), or in a utility company specific easement. The locations for utility enclosures shall be