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Crossing SR 60 at 82d Avenue, the replacement of 12" water <br />main with 10 If 12" PVC and 2001f 14" HDPE Directional Bore (1 <br />bore). <br />Crossing SR 60 at Mh Avenue, the replacement of 12" water <br />main with 10 If 12" PVC and 1471f 14" HDPE Directional Bore (1 <br />bore). <br />Construction of four (4) vertical deflections for existing water <br />mains to eliminate conflicts with future roadway and drainage <br />improvements. <br />The Contract requires new water mains to be connected to existing <br />facilities at several locations and for existing systems to be replaced <br />and to be removed and/or abandoned and grouted in accordance <br />with the Contract specifications. The Contract requires that existing <br />services to potable water users not be 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+d 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 <br />10" force main with 14 If 10" PVC and 500 if 12" HDPE <br />Directional Bore (1 bore). <br />— Crossing SR 60 at 8300 SR 60, the replacement of 6" force <br />main with 20 If 6" PVC and 150 If 6" HDPE Directional Bore (1 <br />bore)- <br />- Crossing SR 60 at Mh Avenue, the replacement of 10" force <br />main with 10 If 10" PVC and 143 If 12" HDPE Directional Bore (1 <br />bore). <br />— Construction of five (5) vertical deflections for existing force <br />mains to eliminate conflicts with future roadway and drainage <br />Improvements. <br />The Contract requires new sewer force mains to be connected to <br />existing facilities at several locations and for existing systems to be <br />replaced, and to be removed and/or abandoned and grouted In <br />accordance with the Contract speciticatlons. The Contract requires <br />that existing sewer collection / transmission service not be <br />interrupted. <br />Non -Potable Main <br />Non -Potable Water Main Improvements consist of <br />Crossing SR 60 at 82d Avenue, the replacement of 12" non - <br />potable water main with 15 If 12" PVC and 220 If 14" HDPE <br />Directional Bore (1 bore), and the removal and abandonment <br />and grouting of the existing non potable water main. <br />The construction of the utility improvements described above shall <br />also consist of, but not limited to., resetting of signs, mailboxes and <br />00530-2 <br />