South Watervliet Drain #485

Part 1 – Drain Improvements Includes approximately 680 LFT 6” PVC storm sewer; 1,800 LFT 12” PVC storm sewer; 700 LFT 18” PVC storm sewer; 800 LFT 12” RCP storm sewer; 180 LFT 15” RCP storm sewer; 380 LFT 30” RCP storm sewer; 1,200 LFT 36” RCP storm sewer; 4,000 LFT 6” underdrain; 14 EA 24” diameter manhole; 18 EA 48” diameter manhole; 7 EA 60” diameter manhole; 4 EA 72” diameter manhole; 2 EA 72” diameter manhole, modified; 3,700 LFT ditching; detention pond grading; 5,750 SYD HMA base crushing and shaping; 15,100 SYD pavement removal; 2,420 TON HMA, 13A; 1,450 TON HMA, 36A; 600 TON HMA Approach; 200 SYD concrete pavement; 5,960 LFT concrete curb and gutter; 3,150 HMA curb; 9,200 SFT concrete sidewalk; 240 SYD riprap; Traffic Control; and various appurtenances. In addition, Drain Crossings shall be installed at the following locations: 1. Station 27+05, Private Crossing, 32 LFT of 12” Culv, Cl F, Conc 2. Station 27+80, Private Crossing, 80 LFT of 12” Culv, Cl F, Conc 3. Station 29+15, Private Crossing, 40 LFT of 12” Culv, Cl F, Conc 4. Station 30+70, Private Crossing, 32 LFT of 12” Culv, Cl F, Conc 5. Station 37+00, Private Crossing, 32 LFT of 12” Culv, Cl F, Conc 6. Station 38+70, Private Crossing, 24 LFT of 12” Culv, Cl F, Conc 7. Station 43+10, Private Crossing, 24 LFT of 12” Culv, Cl F, Conc 8. Station 43+35, Private Crossing, 44 LFT of 12” Culv, Cl F, Conc 9. Station 86+45, Private Crossing, 40 LFT of 12” Culv, Cl F, Conc 10. Station 88+85, Private Crossing, 32 LFT of 12” Culv, Cl F, Conc 11. Station 89+05, Private Crossing, 32 LFT of 12” Culv, Cl F, Conc 12. Station 89+75, Park Street Crossing, 32 LFT of 15” Culv, Cl E, Conc Part 2 – City Improvements Includes approximately 5 LFT 4” water main; 60 LFT 6” water main; 2,650 LFT 8” water main; 1,100 LFT 12” water main; 36 EA 1” water service connections; 2 EA 2” water service connections; 1,450 LFT 1” water service pipe within right-of-way; 50 LFT 2” water service pipe within right-of-way; 1,450 LFT 1” water service pipe within private property; 50 LFT 2” water service pipe within private property; 38 EA meter pit; 3,530 LBS compact ductile iron fittings; 35 building reconnections within private property; and various appurtenances.

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.