Site work and paving for a mixed-use development in Minneapolis, Minnesota. 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.

For CSAH 2 (Penn) Reconstruction at NorthPoint Location: Csah 2 (Penn) in the City of Minneapolis. The Major Items of Work Are Approximately: 1 Ls as Built; 1 Ls Mobilization; 1 Each Field Office Type D; 5 Tree Clearing; 5 Tree Grubbing; 100 L F Pavement Marking Removal; 30 S F Pavement Marking Removal; 1 Each Remove Bollards; 1 Each Remove Manhole; 2 Each Remove Casting; 1 Each Remove Gate Valve; 1 Each Remove Hydrant; 16 Each Remove Delineator; 23 Each Remove Sign Type C; 1 Each Salvage Casting; 1 Each Salvage Bus Stop Bench; 3 Each Salvage Sign Type C; 93 L F Sawing Concrete Pavement (Full Depth); 326 L F Sawing Bit Pavement (Full Depth); 26 L F Remove Water Main; 20 L F Remove Pipe Sewers; 1136 L F Remove Curb & Gutter; 200 L F Salvage Fence; 55 S Y Remove Concrete Driveway Pavement; 18 S Y Remove Concrete Pavement; 2747 S Y Remove Bituminous Pavement; 8571 S F Remove Concrete Walk; 1 L S Remove Signal System; 1771 S Y Geotextile Fabric Type 5; 1 Ls Dewatering; 251 C Y Excavation Special; 50 Ton Haul & Dispose of Contaminated Material; 50 Ton Excavation Special; 646 C Y Excavation - Common; 739 C Y Excavation - Subgrade; 739 C Y Select Granular Embankment (Cv); 10 C Y Common Embankment (Cv); 20 Hour Street Sweeper (With Pickup Broom); 6 Mgal Water; 151 Gal Calcium Chloride Solution; 660 C Y Aggregate Base (Cv) Class 5; 18 S Y Concrete Pavement 10.0"; 8 Each Drill & Grout Dowel Bar (Epoxy Coated); 76 Each Drill & Grout Reinf Bar (Epoxy Coated); 307 Ton Type Sp 12.5 Non Wear Course Mix (3;b); 512 Ton Type Sp 12.5 Wearing Course Mix (3;c); 25 L F 18" Rc Pipe Sewer Des 3006 Cl Iv; 1 Each Construct Bulkhead; 2 Each Connect to Existing Manholes (San); 1 Each Connect to Existing Storm Sewer; 2 Each 4" Pipe Plug; 50 L F Fill & Abandon Pipe; 67 L F 4" Pvc Sanitary Service Pipe; 3 Each Adjust Curb Stop; 2 Each Water Utility Hole; 8 S Y 4" Polystyrene Insulation; 2 Each Casting Assembly; 1 Each Install Casting; 1 Each Adjust Frame & Ring Casting; 12.8 L F Const Drainage Structure Des 78-4020; 1 Each Connect Into Existing Drainage Structure; 6 L F Reconstruct Sanitary Manhole; 11 L F Fill & Abandon Drainage Structure; 13 L F Construct Riser; 6762 S F 4" Concrete Walk; 1478 S F 6" Concrete Walk; 3360 S F 3" Bituminous Walk; 1100 L F Concrete Curb & Gutter Design B624; 59 S Y Concrete Median; 55 S Y 8" Concrete Driveway Pavement; 123 L F Concrete Curb & Gutter; 19 L F Concrete Curb Design V; 120 S F Truncated Domes; 140 L F Portable Precast Conc Barrier Des 8337; 140 L F Relocate Port Precast Conc Bar Des 8337; 1 Each Install Bus Stop Bench; 1 Each Adjust Handhole; 16 Each Impact Attenuator Barrels; 16 Each Relocate Impact Attenuator Barrels; 560 L F Temporary Fence Design Special; 560 L F Relocate Temporary Fence; 200 L F Install Fence; 1 Ls Traffic Control Supervisor; 1 Ls Traffic Control; 1 Ls Alternate Pedestrian Route; 100 Uday Portable Changeable Message Sign; 200 S F Construction Sign-special; 800 S F Temporary Walkway Surface; 3 Each Install Sign Type C; 96 S F Sign Panels Type C; 18 Each Sign Collar; 600 L F Clean Root Cutting; 1 Ls Stabilized Construction Exit; 1 Ls Erosion Control Supervisor; 14 Each Storm Drain Inlet Protection; 224 L F Sediment Control Log Type Rock; 0.4 Acre Subsoiling; 0.2 Acre Soil Bed Preparation; 539 C Y Boulevard Topsoil Borrow; 10 Lb Fertilizer Type 2; 1 Mgal Rapid Stabilization Method 3; 1 L S Permanent Vegetation Maintenance; 8 Lb Seed Mixture Special; 50 L F 24" Solid Line Multi Comp; 20 L F 4" Broken Line Multi Comp Gr in; 939 L F 4" Dble Solid Line Multi Comp Gr in; 60 L F 24" Solid Line Pref Thermo Gr in; 640 S F Crosswalk Pref Thermo Gr in;