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PLANING ASPHALT SHOULDER BACKING <br /> CONCRETE PAVEMENT Location Quantity 18"0 CORRUGATED METAL PIPE <br /> Location Quantity Sto. 10+20 to Sta. 96+00 (Lt.) 508 C.Y. 0.079" thick <br /> Mainline <br /> Sta. 10+20 to Sta. 90+97 (Rt.) 577 C.Y. OCOtIOn Quantity <br /> Sta. 10+20 to Sta. 10+45 202 S.Y. Total 1 ,085 C.Y. Sta. 32+50 (Double Pipes) <br /> Sta. 116+40 to Sta. 116+58 123 S.Y. Extend 6' Lt. 12 L.F <br /> Intersections " " Extend 4' Rt. 8 L.F. <br /> Morse Road (East Leg.) 52 S.Y. DRIVEWAYS (Type D ) Total 20 L.F. <br /> Morse Road (West Leg) 57 S.Y. <br /> Park Entrances Location Quantity <br /> Sta. 78+60 Lt. 32 S.Y. <br /> Sta. 81 +63 Lt. 14 S.Y. Throughout Project No. Area 24"0 CORRUGATED METAL PIPE <br /> Sta. 82+37 Lt. 35 S.Y. <br /> Sta. 96+38 Lt. 54 S.Y. 24 738 S.Y. 0.079" thick <br /> Total 569 S.Y. LocationQuantity <br /> DRIVEWAYS (Type "E") Sta. 28+88 (Single Pipe) <br /> EARTHWORK Location Quantity Extend 6' Rt. 6 L.F. <br /> Throughout Project o Area <br /> Miscellaneous Areas—T e 1 <br /> Location Quantity 12 428 S.Y. SINGLE THRIE BEAM BARRIER <br /> Shoulder Detail No. 3 (Bridge) <br /> 6 Locations throughout project 16.5 Sta. ASPHALT CONCRETE Location Quan I y <br /> (Type B) Sta. 57+25 100 L.F. <br /> Location Quantity (@ Winedraw Slough Bridge) <br /> y Br. No. 29C-266 <br /> 6 y EARTHWORK Mainline 4,766 Tons <br /> 3 Miscellaneous Areas—T e 2 Sta. 10+20 to Sta. 116+58 <br /> Location Quantity Widening METAL BEAM GUARD RAILING <br /> Sta. 96+90 to Sta. 116+58 (Lt.) 292 Tons <br /> Shoulder Detail No. 5 Sta. 91 +39 to Sta. 116+58 (Rt.) 373 Tons (Bridge) <br /> 44 <br /> 2 Locations .9 Sta. <br /> � Intersections & Park Entrances 102 Tons Location Quantity <br /> (6 Locations) <br /> M Sta. 57+25 75 L.F. <br /> A Driveways (Types D & E ) 209 Tons (@ Winedraw Slough Bridge) <br /> IMPORTED BORROW Total 5,742 Tons Br. No. 29C-266 <br /> ` M Location Quantity TERMINAL SECTION (TYPE C) <br /> 0 Sta. 96+90 to Sta. 116+58 (Lt.) 49 C.Y. PAVEMENT REINFORCING FABRIC <br /> Sta. 91 +39 to Sta. 116+58 (Rt.) 151 C.Y. <br /> Total 200 C.Y. Location Quantity Location Quantity <br /> A <br /> M Sta. 57+25 4 Each <br /> Sta. 10+45 to Sta. 116+40 25,899 S.Y. (@ Winedraw Slough Bridge) <br /> oI Br. No. 29C-266 <br /> z <br /> Np S(:ALE SUMMARY OF QUANTITIES MICKE GROVE ROAD RESURFACING Sheet No. <br /> LM COUNTY OF SAN JOAQUIN (Eight Mile Road to Armstrong Road) 7 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED I DATE I APFIROYAfiRECOMMENDED I DATE <br />