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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 /> 1125 If 18" HDPE Directional Bores (3 bores). <br /> — On the south side of SR 60, from 82nd Avenue to 8000 SR 60, the <br /> construction of a new water main loop, with 644 If 12 " PVC and 230 If 14" <br /> HDPE Directional Bores (2 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 I2" PVC, 340 If 14" HDPE <br /> Directional Bore (1 bore), and 742 If of 14" HDPE (Conventional Open Cut), <br /> Crossing SR 60 at 82nd Avenue, the replacement of 12" water main with 10 <br /> If 12" PVC and 200 if 14" HDPE Directional Bore (I bore). <br /> Crossing SR 60 at 78' Avenue, the replacement of 12" water main with 10 <br /> If 12" PVC and 1471f 14" HDPE Directional Bore (1 bore). <br /> Construction of four (4) vertical deflection 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 specif cation. <br /> The Contract requires that existing services to potable water users not be <br /> interrupted. <br /> Sewer force Main <br /> Sewer force Main Improvements consist of, <br /> On the north side of SR 60, from 8300 SR 60 to 82 n Avenue, the <br /> replacement of 4" force main with 530 if 4" 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" forte main with 201f <br /> 6" AVC and 150 If 6" HDPE Directional Bore 11 bore). <br /> Crossing SR 60 at 78ib Avenue, the replacement of 10" farce main with 10 <br /> If 10" PVC and 143 If 12" HDPE Directional Bore (1 bore). <br /> Construction of five (5) vertical deflections for existing farce 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 /> 00612-2 <br />