Site work and paving for a mixed-use development in Milford, Iowa. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

Work to Be Done: Division No.1 Work generally consists of 26 S.Y. of Subbase, Modified, 6"; 7 EA of Manhole Adjustment, Minor; 26 S.Y. of Pavement Removal; 1 L.S. of Temporary Traffic Control; 1 L.S. of Mobilization; 26 S.Y. of Manhole Boxouts. Division No. 2 Work generally consists of 127 S.Y. of Subbase, Modified, 2"; 76 L.F. of Storm Sewer, Trenched, 2000D RCP, 12"; 80 L.F. of Removal of Storm Sewer, HDPE/PVC, <36" DIA.; 1 EA of Manhole, Circular Storm Sewer, SW-401, 48 IN; 60 L.F. of Curb and Gutter, 2.5'x2"; 11 S.Y. of Removal of Sidewalk; 60 L.F. of Removal of Curb; 11 S.Y. of Sidewalk, PCC, 5"; 103 S.Y. of Driveway, Granular; 100 S.Y. of Full Depth Patch, HMA; 100 S.Y. of Pavement Removal; 1 L.S. of Temporary Traffic Control; 1 L.S. of Mobilization; 2 EA of Special Pipe Connection. Division No.3 Work generally consists of 19 S.Y. of Subbase, Modified, 2"; 1 EA of Intake Adjustment, Minor; 19 L.F. of Curb and Gutter, 2.5'x6"; 19 L.F. of Removal of Curb; 13 S.Y. of Full Depth Patch; 18 S.Y. of Pavement Removal; 1 L.S. of Temporary Traffic Control; 1 L.S. of Mobilization. Division No. 4 Work generally consist of 10 C.Y. of Topsoil, On-Site; 120 S.Y. of Subbase, Modified 2"; 190 S.Y. of Subbase, Modified, 6"; 6 L.F. of Storm Sewer, Trenched, 2000D RCP, 15"; 4 L.F. of Removal of Storm Sewer, RCP, < 36"; 90 S.Y. of Removal of Sidewalk; 25 S.Y. of Removal of Driveways, PCC; 66 S.Y. of Sidewalk, PCC, 5"; 29 S.Y. of Sidewalk, PCC, 6"; 190 S.Y. of Full Depth Patches; 190 S.Y. of Pavement Removal; 0.4 STA of Painted Pavement Markings, Solvent/Waterborne; 1 L.S. of Temporary Traffic Control; 1 L.S. of Convectional Seeding, Seeding, Fertilizing, and Mulching; 25 L.F. of Filter Sock; 25 L.F. of Filter Sock, Removal; 1 L.S. of Mobilization; 1 L.S. of Repair, Storm Sewer Pipe; 4 EA of Patch Subdrain.