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Planning Commission meeting agenda packet 7-9-25
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Planning Commission meeting agenda packet 7-9-25
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<br />Page 22 <br /> <br />95. SURVEY MONUMENTS FOR HORIZONTAL CONTROL: Final maps shall include sufficient <br />durable survey monuments to allow the subdivision to be retraced in conformance with <br />Pleasanton Municipal Code §19.24.220. Setting of monuments shall be in accordance with <br />California Government Code §66495-66498. The surveyor shall give notice to the City <br />Engineer when final monuments have been set, and when payment for said work has been <br />received from the subdivider. (Address this condition prior to acceptance of improvements). <br /> <br />96. THIESSEN STREET RIGHT-OF-WAY: According to the Grant Deed recorded on 4-07-2004 <br />(Series No. 2004146924), the right-of-way line on Thiessen Street at Lot 22 and 24 widens for <br />no current purpose. The applicant shall ask the City to vacate this widened area such that the <br />width of Thiessen Street is consistent from end to end. The procedure prescribed by <br />California Streets and Highways Code §8330 et seq. can be followed since the original <br />purpose for the widened area was never utilized by the public. (Address this condition prior to <br />approval of the subdivision map) <br />Utilities <br />97. STORMWATER HYDRAULICS: The City’s storm drainage network has been designed in <br />accordance with the Alameda County Hydrology and Hydraulics Manual published by the <br />Alameda County Flood Control & Water Conservation District. Said manual is available for <br />download at: <br />https://acfloodcontrol.org/the-work-we-do/the-work-we-do-hydrology-manual/ <br />The City is located in Zone 7, and its storm drainpipe network is considered a secondary <br />facility. Any connections to, additions, or upgrades to the City’s pipe network shall be <br />designed in accordance with the manual. Calculations submitted for review/approval shall be <br />presented in a format consistent with the “Calculation Form – District Rational Method” <br />available in the manual. The calculations shall demonstrate adequate freeboard given the <br />design storm event assuming all bioretention areas are overflowing. Said calculations shall be <br />prepared, stamped, and signed by a California-licensed civil engineer. (Address this condition <br />prior to plan approval) <br />98. SANITARY SEWER DESIGN STANDARDS: Connections to the City’s sanitary sewer <br />network shall conform to Pleasanton Municipal Code Title 15 “Sewerage”. All buildings <br />inhabited by human beings which are not more than 250 feet from the City’s sewer network <br />shall be connected. All premises, parcels, and/or lots shall have independent connections to <br />the City’s sewer network except under the following conditions: <br />• If a private on-site treatment system has been authorized by both the City and <br />Alameda County Department of Environmental Health. <br />• If multiple premises are located on a single parcel or lot which cannot be subdivided <br />and are all under one ownership. <br />The public sanitary sewer system shall be designed to satisfy the following minimum <br />standards: <br />a. Minimum Manning Coefficient (n) within the pipe = 0.013 <br />b. Minimum flow velocity = 2 feet per second at least once per day <br />c. Maximum flow velocity = 10 feet per second <br />d. Maximum depth of flow to pipe diameter (d/D) = 0.75 for dry weather flow conditions
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