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improvements will be necessary to meet the future demands of the system, regardless <br /> of the project selected as part of the water supply assessment. <br /> To move forward expeditiously, staff contacted the City's on-call consultants to design <br /> the interim water improvements as a complete project but due to the need to start the <br /> design work and the shortened design time, no singular consultant has the current <br /> capacity to complete the work so the work was divided among three existing on-call <br /> consultants: Woodard & Curran, Pakpour Consulting Group, Inc. and Mark Thomas & <br /> Company, Inc. <br /> The interim water improvements consist of the following four areas of work: <br /> 1) Turnout 4 Replacement and Booster Station <br /> 2) Stoneridge Drive 20-Inch Water Main (F-1 Line) <br /> 3) Bernal Avenue 18-Inch Water Main (F-4 Line) <br /> 4) Sunol Boulevard 20-Inch Water Main (F-7 Line) <br /> Improvements to -ALA <br /> T_ <br /> mitigate high pressures i s <br /> - TURNOUT.Mt ' f3 <br /> ,e Detail A "^ '3,800 gpm <br /> - - e•a.errnotE op�. <br /> m 'jA - TURNOUT 01 <br /> 2.750 gpm �3 TS'0 gpm <br /> �II811 <br /> VO <br /> wQ t r <br /> -oil 1 <br /> l <br /> &W LL7V W." IUS_ jj •��' <br /> t �Y ':TURNOUT lS�� <br /> s 11 B 7.000 gpm-9 000 gpm I <br /> Improvements to <br /> mitigate high headlosses <br /> GREV <br /> Improvements to A, Detall C' �;U'14 <br /> mitigate high pressures'—_—s r. <br /> and to balance tank <br /> levels <br /> ( N ^" i VINEYARD <br /> i r B04DE-2 <br /> KOTT:NGt R RANCH TANK <br /> c SYCAMORE TANK 41 <br /> t- r7�! a*,.-L'JNb.RANCH WA'ER'•ANK _ <br /> Figure 1 - Interim Water Improvements <br /> Page 4 of 10 <br />