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Quantity Calculations Calc's By:LSG <br />City of South Bend 2022 Road Rehab CHK By: <br />Eastmont Dr From Station To Station <br />Construction Detail Sheet <br />Legend <br />Item Description Quantity Unit Comments <br />PCCP for Approaches, 6"5797 SFT 644 SYS <br />Subgrade Treatment, Type II 5797 SFT 644 SYS <br />HMA Surface, Type B 69412 SFT 637 TON Depth = 1.5" (165#/SYS) <br />HMA Intermediate, Type B 69412 SFT 1061 TON Depth = 2.5" (275#/SYS) <br />HMA Base, Type B 69412 SFT 1697 TON Depth = 4.0" (440#/SYS) <br />Subbase, No. 53 69412 SFT 2569 TON Depht = 6.0" (0.333T/SYS) <br />Subgrade Treatment, Type II 69412 SFT 7713 SYS <br />89 SFT SW corner of Riverside Dr and Eastmont Dr <br />136 SFT NW corner of Riverside Dr and Eastmont Dr <br />149 SFT SW corner of Sunwood Dr and Eastmont Dr <br />122 SFT NW corner of Sunwood Dr and Eastmont Dr <br />141 SFT SW corner of Southlea Dr and Eastmont Dr <br />136 SFT NW corner of Southlea Dr and Eastmont Dr <br />136 SFT SW corner of Viking Dr and Eastmont Dr <br />141 SFT NW corner of Viking Dr and Eastmont Dr <br />141 SFT SE corner of Viking Dr and Eastmont Dr <br />136 SFT NE corner of Viking Dr and Eastmont Dr <br />140 SFT SW corner of Greenmont Dr and Eastmont Dr <br />142 SFT NW corner of Greenmont Dr and Eastmont Dr <br />130 SFT SW corner of Northlea Dr and Eastmont Dr <br />+126 SFT NW corner of Northlea Dr and Eastmont Dr <br />1865 SFT 207 SYS <br />17 SFT SW corner of Riverside Dr and Eastmont Dr <br />12 SFT NW corner of Riverside Dr and Eastmont Dr <br />17 SFT SW corner of Sunwood Dr and Eastmont Dr <br />17 SFT NW corner of Sunwood Dr and Eastmont Dr <br />17 SFT SW corner of Southlea Dr and Eastmont Dr <br />17 SFT NW corner of Southlea Dr and Eastmont Dr <br />17 SFT SW corner of Viking Dr and Eastmont Dr <br />17 SFT NW corner of Viking Dr and Eastmont Dr <br />17 SFT SE corner of Viking Dr and Eastmont Dr <br />17 SFT NE corner of Viking Dr and Eastmont Dr <br />17 SFT SW corner of Greenmont Dr and Eastmont Dr <br />17 SFT NW corner of Greenmont Dr and Eastmont Dr <br />17 SFT SW corner of Northlea Dr and Eastmont Dr <br />+17 SFT NW corner of Northlea Dr and Eastmont Dr <br />233 SFT 26 SYS <br />Combination Curb & Gutter, Type A (Rolled Curb)4683 LFT 4683 LFT <br />Subbase, No. 53 233 SFT 520 TON Depht = 6.0" (0.333T/SYS) <br />Subgrade Treatment, Type II 14049 SFT 1561 SYS Width = 3' <br />Mulched Seeding, Type U 9400 SFT 1044 SYS <br />Topsoil 1567 CFT 58 CYS Depth = 2" <br />Concrete Pavement Remove 69412 SFT 7713 SYS <br />Furnish & Adjust Casting to Grade, Inlet 11 EA 11 EA <br />29 <br />K <br />C <br />17 <br />Quantity from AutoCad <br />Drawing <br />CR Curb Ramp, Concrete <br />CR Detectable Warning Surface