Site work and paving for a civil project in Stockton, Minnesota. Completed plans call for site work for a bridge / tunnel; road / highway; for paving for a road / highway; and water / sewer project.

Site Directions: On CSAH 12 From 1000' East of CSAH 11 in Ridgeway to 1300' West of CSAH 7, approximately 3.33 Miles RECONSTRUCTION OF A PORTION OF CSAH 12 Including Bituminous Surfacing, Miscellaneous Removals, Excavation & Embankment Grading, Base & Surface Aggregate, RC Pipe Culverts & Cattle Passes and Aprons, HPP Pipe with CS Pipe Aprons, Random Riprap, Concrete Curb & Gutter, Concrete Driveway Pavement, Mailboxes, Traffic Control, Signs and Installation, Erosion Control, Turf Establishment and Striping. Estimated Quantities of Work Mobilization - 1 Ls; Remove Sign - 27 Each; Salvage Sign - 17 Each; Salvage Mail Box Support - 17 Each; Remove Sewer Pipe (Storm) - 1,636 Lf; Remove Fence - 200 Lf; Remove Cattle Pass - 160 Lf; Sawing Concrete Pavement - 72 Lf; Sawing Bituminous Pavement (Full Depth) - 107 Lf; Remove Concrete Driveway Pavement - 120 Sy; Remove Bituminous Driveway Pavement - 1,134 Sy; Remove Bituminous Pavement - 47,605 Sy; Remove Aggregate - 266 Cy; Stabilizing Aggregate (Cv) - 3,544 Cy; Excavation - Common (P) - 32,700 Cy; Geotextile Fabric Type 5 - 6,000 Sy; Subgrade Preparation 6"-12" 179 Rdst; Aggregate Surfacing Class 5 (Cv) - 318 Cy; Aggregate Base Class 5 & Class 5 Modified (P) - 31,795 Cy; Shoulder Base Aggregate Class 5 (P) - 835 Cy; Type Sp 12.5 Wearing Course Mixture (2,c) - 14,450 Ton; Pavement Density Incentive 1 Ls; Pavement Smoothness Incentive - 68 Seg; Granular Bedding (Cv) 551 Cy; Granular Backfill (Cv) - 1,079 Cy; Cs Pipe Apron 24"-36" - 16 Each; Span Rc Pipe-arch Apron 28" - 8 Each; 72" High Rc Cattle Pass Apron - 4 Each; 21" Span Cs Safety Apron & Grate Design 3128 - 26 Each; 21" Span Cs Pipe-arch Culvert - 567 Lf; 28" Span Rc Pipe-arch Culvert - 183 Lf; 72" High Rc Cattle Pass Culvert - 80 Lf; 18" Pipe Culvert - 499 Lf; 24" Pipe Culvert - 404 Lf; 30" Pipe Culvert - 79 Lf; 36" Pipe Culvert - 87 Lf; Random Riprap Class Iii - 120 Cy; Concrete Curb & Gutter Design B624 - 371 Lf; 6" Concrete Driveway Pavement - 107 Sy; Concrete Drainage Flume - 1 Each; Install Mail Box Support - 17 Each; Traffic Control Supervisor - 1 Ls; Traffic Control - 1 Ls; Install Sign 17 Each; Stabilized Construction Exit - 2 Each; Erosion Control Supervisor - 1 Ls; Storm Drain Inlet Protection - 38 Each; Silt Fence, Type Ms - 10,561 Lf; Sediment Control Log Type Wood Chip - 1,344 Lf; Fertilizer Type 3 - 2,089 Lb; Rolled Erosion Prevention Category 25 - 42,890 Sy; Rolled Erosion Prevention Category 80a - 4 Sy; Seed Mesic Inslope - 6,079 Lb; Seed Southern Boulevard - 402 Lb; Hydraulic Stabilized Fiber Matrix - 96,436 Lb; Seed Winter Wheat - 7,072 Lb; 4" Solid & Broken Line Paint - 50,760 Lf; and Miscellaneous and Appurtenant Items Required for a Complete Project.