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/"�1 <br />October 30, 1984 <br />Page Two <br />If the Edgewood street project is constructed, we should <br />consider abandoning the lift station at the intersection of <br />Edgewood Drive and County Road by constructing a sanitary <br />sewer line to the M.W.C.C. sewer line. <br />Some of the storm sewer work on Quincy Street includes moving <br />or replacing catch basins and their associated lead pipes. <br />M.S.A funds pay for 100% of this storm sewer work. Storm <br />sewer that is constructed in M.S.A. designated streets and <br />parallel to the road is eligible for a minimum 50% M.S.A. <br />grant. The storm sewer work on Quincy that runs parallel to <br />the street is estimated to cost 12,000 (400 ft. x $30/foot). <br />Therefore, the City may be required to spend approximately <br />$6,000 (50% x $12,000). The money could come from the Storm <br />Water Management Fund. <br />The storm sewer system on Hillview needs additional study <br />before an M.S.A. road is constructed. The storm sewer on <br />Hillview between Red Oak Drive and Eastwood Road may need <br />replacement. The replacement cost is approximately $36,000 <br />(1,200 ft. x $30/L.F.). <br />IV. Proposed Improvements and Estimated Costs <br />The proposed improvements will meet M.S.A. requirements. The <br />estimated total costs are as follows: <br />ESTIMATED COST PER 1,000 FEET <br />Description Unit <br />4" thick bituminous Ton <br />(44' wide) <br />6" thick class 5 gravel Ton <br />(44' wide) <br />Concrete curb and gutter L.F. <br />Adjust manholes E.A. <br />Adjust gate valve <br />Remove existing material <br />E.A <br />C.Y. <br />Unit <br />Price Quantity Total Price <br />$ 26.00 1,000 $ 28,600.00 <br />$ 6.00 <br />1,700 <br />$ <br />10,200.00 <br />$ 7.00 <br />2,000 <br />$ <br />14,000.00 <br />$200.00 <br />3 <br />$ <br />600.00 <br />9200.00 <br />3 <br />$ <br />600.00 <br />$ 20.00 <br />1,400 <br />$ <br />22,800.00 <br />