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Water Main <br /> Potable Water Improvements consist of. <br /> On the north side of SR 60, from 8300 SR 60 to 7500 SR 60 (Pine Creek <br /> Boulevard), the replacement of 16" water main with 4312 if 16" PVC, and <br /> 11251f 18" HDPE Directional Bores (3 bores). <br /> On the south side of SR 60, from 82"d Avenue to 8000 SR 60, the <br /> construction of anew water main loop, with 6441f 12" PVC and 2301f 14" <br /> HDPE Directional Bores (Z bores). <br /> — On the south side of SR 60, from 7700 SR 60 to 7500 SR 60 the <br /> replacement of 12" water main with 198 If 12" PVC, 340 If 24" HDPE <br /> Directional Bore (I bore), and 742 If of 14" HOPE (Conventional Open Cut), <br /> Crossing SR 60 at 82"d Avenue, the replacement of 12" water main with 10 <br /> If 12" PVC and 200 If 14" HDPE Directional Bore 11 bore). <br /> Crossing SR 60 at 78 r Avenue, the replacement of 12" water main with 10 <br /> If 12" PVC and 147 If 14" HDPE Directional Bore (1 bore). <br /> — Construction of four (4) vertical deflections for existing water mains to <br /> eliminate conflicts with future roadway and drainage improvements. <br /> The Contract requires new water mains to be connected to existing facilities at <br /> several locations and for existing systems to be replaced and to be removed <br /> and/or abandoned and grouted in accordance with the Contract specifications. <br /> The Contract requires that existing services to potable water users not be <br /> interrupted. <br /> :fewer force Main <br /> Sewer Force Main Improvements consist of. <br /> — On the north side of SR 60, from 8300 SR 60 to 8204 Avenue, the <br /> replacement of 4"force main with 530114" PVC, <br /> -- On the south side of SR 60, at 8000 SR 60, the replacement of 10" force <br /> main with 14 if 10" PVC and 500 If 12" HDPE Directional Bore (I bore). <br /> -- Crossing SR 60 at 8300 SR 60, the replacement of 6"force main with 20 if <br /> 6" PVC and 150 if 6" HDPE Directional Bore (I bore). <br /> — -Crossing SR 50 at 78°' Avenue, the replacement of 10"force main with 10 <br /> If 10" PVC and 1431112" HDPE Directional Bore (I bore). <br /> — Construction of five (5) vertical deflections for existing force mains to <br /> eliminate conflicts with future roadway and drainage improvements. <br /> The Contract requires new sewer force mains to be connected to existing <br /> facilities at several locations and for existing systems to be replaced, and to be <br /> removed and/or abandoned and grouted in accordance with the Contract <br /> specifications. The Contract requires that existing sewer collection / <br /> transmission service not be interrupted. <br /> 00610-2 <br />