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DRBISSELL & <br /> KARN. INC. <br /> <br />July 22, 1987 <br /> <br /> JUL 2 5 ': <br />Mr. Joe ~lZiott <br />Director of Public Works and Utilities <br />City of Pleasanton <br />200 Bernal Avenue <br />Pleasanton, California 94566 <br /> <br />subject: Engineering Services Proposal for Water Master Plan <br /> Update for the Hillside Pressure Zones <br /> <br />Dear <br /> <br />As you requested at our meeting July 9, 1987, Bissell & Karn, Inc. is <br />pleased to submit this proposal for the subject services. We have prepared <br />the following scope of work based on our discussion at that time and the <br />memos from Bill Wilkins and Dave Van Houten dated June 11 and 30, 1987. <br />Based on our understanding of the desired work, we have developed proposals <br />for study of two areas: <br /> <br /> 1. The Pleasanton Ridge area, from Dublin Canyon to the southern <br /> boundary of the City's planning area, excluding Castlewood. A <br /> supplement, or add-on, to this study would be to include <br /> Castlewood. <br /> <br /> 2. The area east of 1-680, including the existing Bonde Zone and all <br /> areas above that zone. <br /> <br />Specific tasks for study of each of these areas would be similar and are <br />described in more detail below, followed by a section presenting our <br />estimated fees for these services. <br /> <br />SCOPE OF <br /> <br />This work would be based in large part on the 1985 Master Plan and our <br />recent study of the Foothill Road water system. We would rely on those <br />studies for general system criteria such as unit water demands, pressure and <br />storage criteria, and other information relevant to the hillside areas. We <br />would not duplicate work that was done in the previous studies. Land use <br />would be reviewed with City staff to determine the latest planning <br />projections. If it is decided to include Castlewood, we would use our <br />recent study for Castlewood Country Club as the source of information on <br />existing facilities, and existing and projected water requirements. <br /> <br />WDP. 6. I 2 <br /> <br /> <br />