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<br />A final water line route at the southern boundary of the <br />site shall be chosen according to an overland feasibility <br />study prepared by the developer, and subj ect to the <br />satisfaction of the Planning Director, City Engineer, and <br />the Department of Fish and Game. The developers of the <br />Presley and Moller properties shall enter into a <br />reimbursement agreement for the preparation of this <br />study. If it determined that a bridge over Gold Creek is <br />necessary for an overland route, a reimbursement <br />agreement between the developers of the Presley and <br />Moller properties shall be required. <br /> <br />Should the city determine that an overland route is <br />infeasible, the "770" water line shall be installed in <br />"A" Street to Foothill Road, and in Foothill Road to the <br />southern property boundary. Said line shall be installed <br />wi th all necessary seismic precautions, to the <br />satisfaction of the City Engineer. <br /> <br />In either alternate, the "770" water main <br />required until the Phase II grading of <br />development or the Phase I portion of <br />development, whichever occurs first. <br /> <br />will not be <br />the Presley <br />the Moller <br /> <br />h. The design of the water system shall ensure that on an <br />average day, the water pressure shall not fall below 40 <br />psi, at the peak hour the pressure should not fall below <br />30 psi, and with fire flow on a maximum day, the water <br />pressure shall remain at least at 20 psi, all of which <br />shall be measured at the meter. <br /> <br />i. Pressure reduction valves (PRVs) shall be installed at <br />the house to lower the water pressure to 80 psi, at all <br />homes where deemed necessary. No PRVs shall be permitted <br />at curbside. <br /> <br />j. Piping between the water meter and the PRV shall be 1.5- <br />inch minimum diameter and upgraded to Schedule 80, or as <br />determined by the Chief Building Official, to accommodate <br />the expected higher water pressures. All service laterals <br />between the main and the meter shall be 1.5 inch minimum <br />diameter and shall be upgraded to accommodate the <br />additional water pressure, as determined by the City <br />Engineer. <br /> <br />k. A corrosion engineer should determine the suitability of <br />the soils to accept copper services, or other ferrous <br />metal pipes. <br /> <br />Resolution No. PC-91-22 <br />March 27, 1991 <br />