Schedule 1: CR 52 Realignment 7,000 SY Remove Bituminous Pavement 8,250 CY Excavation - Common (EV) (P) 2,870 CY Select Granular Embankment – Box Culvert (CV) 8,730 CY Granular Embankment (CV) (P) 8,080 SY Geotextile Fabric, Type V, Non-Woven 5,390 CY Select Granular Borrow Mod (CV) 5,130 TON Aggregate Base Class 5 (100% Crushed) 260 TON Type SP 9.5 Wearing Course Mixture (2,B) – Trail 2,210 TON Type SP 12.5 Wearing Course Mixture (3,C) 510 LF Concrete Curb & Gutter, Design B424 1 EA Construct Drainage Structure Des Special (STO-9) – 2’X3’ 1 EA Construct Drainage Structure Des Special (STO-5) – 4’ Dia 2 EA 15” RC Pipe Apron 6 EA 18” RC Pipe Apron 2 EA 36” RC Pipe Apron 51 LF 15” RC Pipe Culvert, Class V 216 LF 18” RC Pipe Culvert, Class V 96 LF 36” RC Pipe Culvert, Class IV 75 LF 12’x12’ Precast Concrete Box Culvert 10,900 SY Rapid Stabilization Method 4 Schedule 2: MNDNR Gateway Trail – North Portion 6,490 CY Excavation - Common (EV) (P) 3,960 CY Granular Embankment (CV) (P) 6,110 TON Aggregate Base Class 5 (100% Crushed) 950 TON Type SP 9.5 Wearing Course Mixture (2,B) – Trail 120 TON Type SP 9.5 Wearing Course Mixture (3,C) – Trailhead 160 TON Type SP 12.5 Wearing Course Mixture (3,C) – Trailhead 110 CU YD Fine Filter Aggregate (LV) 18 EA 15” CS Pipe Apron 2 EA 18” CS Pipe Apron 2 EA 18” RC Pipe Apron 4 EA 24” CS Pipe Apron 382 LF 15” CS Pipe Culvert 40 LF 18” CS Pipe Culvert 40 LF 18” RC Pipe Culvert, Class V 80 LF 24” CS Pipe Culvert 14,310 SY Rapid Stabilization Method 3 250 SY Rapid Stabilization Method 4
