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PAVEMENT REPAIR SHOULDER BACKING ASPHALT CONCRETE <br /> Location Quantity (TYPE A) <br /> Location Quantity Location Quantity <br /> 72 Locations throughout project 787 S.Y. Mainline <br /> Sta. 850+00 to Sta.1050+32 2,921 Tons Sta. 850+00 to Sta. 1050+32 5188 Tons <br /> PLANING ASPHALT CONCRETE Howard Road Intersection 96 Tons <br /> Pavement Repair 150 Tons <br /> PAVEMENT <br /> DRIVEWAYS TYPE "D" Asphalt Concrete a B) <br /> Location Quantity Driveways (Types D do E) 65 Tons <br /> Mainline Quantity Area <br /> Sta.945+00 to Sta. 845+50 178 S.Y. 5 194 S.Y. Total . 5,499 Tons <br /> Sta. 964+11 to Sta. 964+36 100 S.Y. <br /> Sta. 969+02 to Sto. 969+37 140 S.Y. <br /> Sta. 1050+00 to Sta. 1050+32 267 S.Y. <br /> Howard Road Intersection 77 S.Y. DRIVEWAYS TYPE "E " PAVEMENT REINFORCEMENT <br /> FABRIC <br /> Total 762 S.Y. Quantity I Area Location Quantity <br /> - <br /> 9 255 S.Y Bridge #1438 (SouthApproach) 3,030 S.Y. <br /> Sta. 853+00 to Sta. 864+36 <br /> Bridge #1438 (North Approach) 1,862 S.Y. <br /> s <br /> Sta. 969+02 to Sta. 976+00 <br /> 6 Total 4,892 S.Y. <br /> s <br /> D <br /> o () <br /> R' o Existing A.C. Surface <br /> a <br /> 3' Min 0.25' Asphalt Conform ® E.P. *Conform E.P. <br /> Concrete <br /> A <br /> Conform <br /> Note: Conform <br /> Existing Width <br /> Width, length, and locations to be determined by Existing Width 12' Min. <br /> the Engineer. 12' Min. Variable depth Asphalt Concrete <br /> 0.30' asphalt concrete over shaped <br /> and compacted native material. over existing Paved driveway. <br /> * Construct 0.12' lip for drainage <br /> control in A.C. dike areas. <br /> PAVEMENT REPAIR TYPE <br /> D TYPICAL DRIVEWAYS TYPE E <br /> COUNTY OF SAN JOAQUIN SCALE As SHOWN CONSTRUCTION DETAILS AND TRACY BLVD. RESURFACING Sheet Na. <br /> SUMMARY OF QUANTITIES (Howard Road to State Route 4) 6 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE ,� S <br /> /UBMITTED DATE AP ROV ECOMMENDED DATE <br /> E. M. Peterson 4/98 4�I9t ¢�/9e 1;!/ {( *f9/�B _ %T� <br />