Drainage

Site-Specific Drainage Outfall Repair Contract in Walton County, north of US 90 (SR 10), between Crescent Drive and 2nd Street in DeFuniak Springs, will convert the existing open ditch outfall to a piped outfall. This work includes the following: Clearing and Grubbing, Removal of Existing Concrete, Installation of 30 inch and 48 inch Round Pipe Culvert, Drainage Structures, Concrete Ditch Pavement, Fill, Sod and Gabion Mattresses. MSection 0001 Concrete Repair (Cy) 0104- 10- 3 Sediment Barrier Lf 2,058.000 0104- 11- Floating Turbidity Barrier Lf 39.000 0104- 18- Inlet Protection System Ea 4.000 0110- 1- 1 Clearing & Grubbing Ls 1.000 0110- 4- 10 Removal Of Existing Concrete Sy 568.000 0120- 1- Regular Excavation Cy 73.000 0120- 6- Embankment Cy 4,327.000 0400- 1- 2 Concrete Class i, Endwalls Cy 8.100 0425- 1-554 Inlets, Dt Bot, Type e, j Bot, >10` Ea 2.000 0425- 1-581 Inlets, Dt Bot, Type h, <10` Ea 1.000 0425- 2- 92 Manholes, j-8, >10` Ea 1.000 0430-175-130 Pipe Culvert, Opt Material, Round, 30"s/Cd Lf 41.000 0430-175-148 Pipe Culvert, Opt Material, Round, 48"s/Cd Lf 382.000 0524- 1- 2 Concrete Ditch Pavement, Non Reinforced, 4" Sy 379.000 0530- 5- 2 Gabion, 1 Foot And Greater Thickness Sy 36.000 0570- 1- 2 Performance Turf, Sod Sy 3,241.000aintenance of Traffic and Mobilization.

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.