Laserfiche WebLink
<br />Estimated Trunk Costs: <br />12" PVC, 18-20' dp vs. 8" PVC <br />12" PVC, 16-18' dp VS. 8" PVC <br />12" PVC, Jacked VS. 8" PVC <br />Manhole Over-Depth <br /> <br />760 LF x $10.00 <br />300 LF x $8.00 <br />60 LF x $20.00 <br />20 LF x $110.00 <br />Subtotal <br />5% Contingency <br /> <br />30% Indirect <br />Total <br /> <br />Lateral Benefit == $106,170-$18,290 == <br /> <br />$7,600.00 <br />2,400.00 <br />1,200.00 <br />2.200.00 <br />$13,400.00 <br />670.00 <br />$14,070.00 <br />4.200.00 <br />$18,290.00 <br /> <br />$87,880.00 <br /> <br />Part of the lateral cost should be borne by the Hunters Crossing development. For <br />purposes of this report, it is assumed that Y2 the cost of the sewer along CenterviIle road <br />be paid by the developer. <br /> <br />2. WATER MAIN <br /> <br />The lateral cost of water main improvements along CenterviIle Road is proposed to be <br />assessed on a front-foot-basis. Lateral costs are defined as the equivalent cost for <br />extending 6-inch diameter pipe and fittings for residential use. The total cost (Part B of <br />Appendix A) minus trunk costs (larger pipe and fittings) equals the lateral cost. <br /> <br />Estimated Trunk Costs: <br />12" PVC VS. 6" PVC <br />12" PVC Jacked vs. 6" PVC <br />12" PVC BV. vs. 6" G.V. <br />12" Fittings vs. 6" Fittings <br />12" Pipe Restraint vs. 6" <br /> <br />1440 LF x $9.00 <br />60 LF x $20.00 <br />3 EA x $300.00 <br />2940 LBS x $1.00 <br />20 EA x $20.00 <br />Subtotal <br />5% Contingency <br /> <br />30% Indirect <br />Total <br /> <br />$12,960.00 <br />1,200.00 <br />900.00 <br />2,940.00 <br />400.00 <br />$18,400.00 <br />920.00 <br />$19,320.00 <br />5.800.00 <br />$25,120.00 <br /> <br />Lateral Benefit == $91,540-$25,120 == $66,420.00 <br /> <br />Part of. the lateral cost should be borne by the Hunters Crossing development. For <br />purposes of this report, Y2 the cost for extending water main along CenterviIle Road will <br />be paid by the developer. <br /> <br />6 <br />