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07
City of Pleasanton
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6/9/2010 4:17:54 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
6/15/2010
DESTRUCT DATE
15 Y
DOCUMENT NO
07
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will be determined by the City Engineer but will take into consideration the need to <br /> accurately measure all domestic, irrigation and fire flows that are anticipated within the <br /> Yee development and any existing or new homes within the Fuller /Smathers <br /> development or property. In addition, the applicant will be responsible for furnishing and <br /> installing an "excess flow" type valve on the Fuller /Smathers private water system <br /> pipeline at a location and type acceptable to the City Engineer. The applicant shall be <br /> responsible for the cost of any additional telemetry equipment, wiring or SCADA <br /> improvements necessary to connect and properly monitor the aforementioned <br /> equipment within the City's existing SCADA system. <br /> 59. A maintenance agreement for the water main including the individual Pressure Reducing <br /> Valves (PRV) on the water services shall be submitted for review and approval of the <br /> City Attorney and the City Engineer prior to the approval of the parcel map. The <br /> agreement shall include the provision, if the City of Pleasanton is contacted by the <br /> residents or the Maintenance Association (MA) regarding the maintenance and /or repair <br /> of the private water line and the City water crews are called out to investigate the <br /> problem, if it is determined that the City's public water supply is not responsible for the <br /> problem, the resident or the MA shall be responsible for the cost of City water crews on <br /> a time and materials basis. <br /> 60. The water main shall be designed, installed and inspected in accordance with City <br /> Standards including the installation of pressure reducing stations as determined by the <br /> City Engineer to reduce and maintain the water main pressure at or below 120 psi. The <br /> specifications for the water main shall be submitted with the Improvement Plans <br /> submitted with the parcel map for approval of the City Engineer. <br /> 61. Unless otherwise approved by the City Engineer, the water mains for this development <br /> shall be constructed of welded steel pipe or of ductile iron pipe with T.R. -flex fittings. <br /> The applicant shall retain a certified inspection firm to inspect the pipe installation and to <br /> certify the pipe welds or the flex fittings to the satisfaction of the City Engineer before <br /> closing the trench. The entire water main system shall be protected from corrosion with <br /> a Cathodic Protection System (CPS), designed and inspected by a corrosion engineer <br /> registered in the State of California to the satisfaction of the City Engineer. The <br /> applicant shall provide copies of the inspection reports to the City Engineer before <br /> closing the trench. <br /> 62. The applicant shall design and install the water main for this development to provide for <br /> the extension of a private water main to the lots of Tract 6275 to the south. The details <br /> shall be shown on the Improvement Plans submitted with the parcel map for the review <br /> and approval by the City Engineer and the Planning Division. The applicant of this <br /> development shall not object to the developer of Tract 6275 from annexing into the <br /> maintenance agreement for the water main between Fuller /Smathers and this applicant <br /> (Yee). <br /> 63. A minimum, two -inch diameter water main with a pressure reducing valve, limiting the <br /> pressure to be at 85 psi or lower, shall be provided to each lot, unless otherwise <br /> approved by the City Engineer. The water meter box on the water lateral shall be <br /> located by the side of the private street off the pavement. The approved locations for the <br /> laterals and boxes shall be shown on the Improvement Plans submitted with the parcel <br /> map to the satisfaction of the City Engineer and the Planning Division. <br /> 16 <br />
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