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23
City of Pleasanton
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2007
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011607
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23
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4/25/2007 12:07:47 PM
Creation date
1/11/2007 3:15:10 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
1/16/2007
DESTRUCT DATE
15 Y
DOCUMENT NO
23
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<br />76. Approval of the storm drainage system shall be subject to the review and approval of the <br />City Engineer and Zone 7, as applicable, that the system is adequate, connects to an <br />approved point of discharge, meets any and all applicable requirements of the Alameda <br />County Flood Control District - Zone 7, meets any and all applicable requirements of the <br />Federal Emergency Management Flood Hazard Program, the California Department of <br />Fish and Game, and meets the immediate and long-range requirements of this <br />development and all upstream areas intended to be drained through this development. <br /> <br />77. All utilities required to serve the proposed development shall be installed underground, <br />unless otherwise determined by the City Engineer. <br /> <br />78. The applicant shall submit a final utility plan showing the proposed sewer system, water <br />supply, electric power distribution, gas distribution, communication service, Cable <br />television, and any required alarm system for the site. Said plan shall be subject to the <br />review and approval of the City Engineer and the Plmming Director prior to the issuance <br />of any building permits. <br /> <br />79. Any damage to existing street or sidewalk improvements during construction on the <br />subject property shall be repaired to the satisfaction of the Planning Director and City <br />Engineer at full expense to the developer. This shall include slurry seal, overlay, or street <br />reconstruction if deemed warranted by the City Engineer. <br /> <br />80. The paving sections for the on-site parking and drive areas shall be designed on the basis <br />of an R- Value test and a traffic index to carry the anticipated traffic loads. This design <br />shall be subject to the approval of the City Engineer. The minimum paving section shall <br />be two inches (2") of asphalt concrete (A.C.) on a six inch (6") asphalt base (A.B.). The <br />minimum A.C. pavement slope shall be one percent (1%). For pavement slopes less than <br />I %, the surface runoff shall be carried in a concrete gutter to an acceptable point of <br />discharge. The minimum slope for concrete gutter shall be 0.5%. <br /> <br />81. Six-inch (6") vertical concrete curbs shall be installed between the new parking spaces <br />and the landscaped areas. <br /> <br />URBAN STORMW ATER RUNOFF REQUIREMENTS <br /> <br />Stormwater Design Requirements <br /> <br />82. The project shall comply with the Alameda Countywide NPDES Permit #CA5002983I , a <br />copy of which is available at the City offices. <br /> <br />83. The following requirements shall be incorporated into the project: <br /> <br />a) The project developer shall submit a final grading and drainage plan prepared by a <br />licensed civil engineer depicting all final grades and on-site drainage control measures <br />including bioswales. Irrigated bioswales shall be redesigned as needed to the satisfaction <br />of the City Engineer to optimize the amount of the storm water running off the paved <br /> <br />12 <br />
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