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Quantity Calculations Calc's By:LSG <br />City of South Bend 2022 Road Rehab CHK By: <br />Southlea Dr From Station To Station <br />Construction Detail Sheet <br />Legend <br />Item Description Quantity Unit Comments <br />PCCP for Approaches, 6"3603 SFT 400 SYS <br />Subgrade Treatment, Type II 3603 SFT 400 SYS <br />HMA Surface, Type B 36506 SFT 335 TON Depth = 1.5" (165#/SYS) <br />HMA Intermediate, Type B 36506 SFT 558 TON Depth = 2.5" (275#/SYS) <br />HMA Base, Type B 36506 SFT 893 TON Depth = 4.0" (440#/SYS) <br />Subbase, No. 53 36506 SFT 1351 TON Depht = 6.0" (0.333T/SYS) <br />Subgrade Treatment, Type II 36506 SFT 4057 SYS <br />88 SFT NE Corner of Lilac Rd and Southlea Dr <br />88 SFT SE Corner of Lilac Rd and Southlea Dr <br />139 SFT NW Corner of Rainbow Dr and Southlea Dr <br />139 SFT NE Corner of Rainbow Dr and Southlea Dr <br />91 SFT SW Corner of Sunwood Dr and Southlea Dr <br />+91 SFT SE Corner of Sunwood Dr and Southlea Dr <br />636 SFT 71 SYS <br />17 SFT NE Corner of Lilac Rd and Southlea Dr <br />17 SFT SE Corner of Lilac Rd and Southlea Dr <br />17 SFT NW Corner of Rainbow Dr and Southlea Dr <br />17 SFT NE Corner of Rainbow Dr and Southlea Dr <br />13 SFT SW Corner of Sunwood Dr and Southlea Dr <br />+13 SFT SE Corner of Sunwood Dr and Southlea Dr <br />94 SFT 11 SYS <br />Combination Curb & Gutter, Type A (Rolled Curb)2688 LFT 2688 LFT <br />Subbase, No. 53 94 SFT 299 TON Depht = 6.0" (0.333T/SYS) <br />Subgrade Treatment, Type II 8064 SFT 896 SYS Width = 3' <br />Mulched Seeding, Type U 5464 SFT 607 SYS <br />Topsoil 911 CFT 34 CYS Depth = 2" <br />Concrete Pavement Remove 36506 SFT 4057 SYS <br />Furnish & Adjust Casting to Grade, Inlet 7 EA 7 EA <br />C <br />17 <br />Quantity from AutoCad <br />Drawing <br />CR Curb Ramp, Concrete <br />CR Detectable Warning Surface <br />K <br />29