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0.50' Asphalt Concrete over Conform ® E.P. shaped and compacted native --------- EP I—I—I—II- 1:11:1 ao I—I—I—II-1—II—I—II— I—I—I—I—I—I—I—I—I—I Conform Existing Width 12' Min. DRIVEWAYS (TYPE Q� Conform Variable depth Asphalt O E.P. Concrete over existing paved driveway EP — —1-1-1-1-1-1—ISI—I—I—I—I—I— I—I—I—I—I—I—I-I—I—II—I-- -—--I—I———I-1— B R—I—I—--——-I—I— R —I--——I—I—I— —I—I—I—I—I—I—I--II R = Conform to 1 Conform / existing radii m4at Linne Road Sta. 72+05 DRIVEWAYS (TYPE Const. I--- 16' 4' 4' Varies d o C --L0.35' Asphalt Concrete Existing AC Roadway DRIVEWAYS (TYPE F) 4' Min. See Note Below Existing Surface *0.50' Asphalt Concrete *1.25' AC at Linne Road Sta. 52+92 to 55+92 1.00' AC at MacArthur Drive Sta. 12+20 to 13+52 0.65' AC at MacArthur Drive Sta. 15+84 to 27+92 Note. Approximate dimensions used for estimating purposes are available upon request. Dimensions and locations are subject to change at engineers discretion. All pavement repair shall be placed in a minimum of three (3) layers of approximate equal thickness. PAVEMENT REPAIR DETAIL DRAWN BY DATE PROJECT ENGINEER DATE C_047 ARB& FILE NAME DRAWER SHEET N0. K:\Projects\2007\JZ—Linne Road S U �y Location Linne Road 75 Locations MacArthur Drive 74 Locations PAVEMENT REPAIR Quantity 1457 S.Y. 1,961 S.Y. Project Total 3,418 S.Y. I PLANING ASPHALT CONCRETE PAVEMENT Location EARTHWORK (MISCELLANEOUS AREAS—TYPE 1) REINFORCING FABRIC Location Quantity Quantity Linne Road Road Linne Road Left shoulder Sta. 54+92 to Sta. 55+92 263 S.Y. Sta. 103+85 to Sta. 104+50 65 S.Y. Sta. 104+84 to Sta. 104+96 3 S.Y. Sta. 101+92 to Sta. 106+67 1,935 S.Y. to Sta. 106+67 Project Total 104.69 Stations Sta. Linne Total 2,266 S.Y. MacArthur Drive Rt. 9 Tons Sta. 11 +30 Sta. 15+84 to Sta. 17+09 333 S.Y. Sta. 28+14 to Sta. 28+39 106 S.Y. 316 Tons MacArthur Total 414 Tons MacArthur Total 440 S.Y. Project Total 2,706 S.Y. I DATE APPROVAL RECOMMENDED DATE ,Irlo) �Pe�WJ44,� `, COUNTY OF SAN JOAQUIN REVISIONS DATE Rood AJI.dwg EARTHWORK (MISCELLANEOUS AREAS—TYPE 2) Location Quantity Linne Road Sta. 53+88 Rt. to Sta. 58+19 Rt. 4.31 Stations MacArthur Road Sta. 11+30 Rt. to Sta. 24+50 Rt. 13.20 Stations Project Total 17.51 Stations SHOULDER BACKING Location EARTHWORK (MISCELLANEOUS AREAS—TYPE 1) REINFORCING FABRIC Location Quantity Quantity Linne Road Road Linne Road Left shoulder 52+92 to Sta. 106+67 Sta. 53+20 to 104+94 51.74 Stations Sta. 105+99 to 106+67 0.68 Stations Right shoulder Linne Total 7,271 Tons Sta. 53+19 to 104+92 51.73 Stations Sta. 106+13 to 106+67 0.54 Stations Lt. to Sta. 106+67 Project Total 104.69 Stations DATE APPROVAL RECOMMENDED DATE ,Irlo) �Pe�WJ44,� `, COUNTY OF SAN JOAQUIN REVISIONS DATE Rood AJI.dwg EARTHWORK (MISCELLANEOUS AREAS—TYPE 2) Location Quantity Linne Road Sta. 53+88 Rt. to Sta. 58+19 Rt. 4.31 Stations MacArthur Road Sta. 11+30 Rt. to Sta. 24+50 Rt. 13.20 Stations Project Total 17.51 Stations SHOULDER BACKING Location A) REINFORCING FABRIC Location Quantity Linne Road Linne Road Linne Road Sta. Sta. 52+92 to Sta. 106+67 3,858 398 Tons Sta. 52+92 to Sta. 106+67 Reconstruction 363 Tons MacArthur Drive Linne Total 7,271 Tons Linne Total 761 Tons MacArthur Road Intersections 130 Tons Sta, 10+45 Lt. to Sta. 106+67 Lt. 197 Tons Sta. 10+45 Rt. to Sta. 11+30 Rt. 9 Tons Sta. 11 +30 Rt. to Sta. 24+50 Rt. 157 Tons Sta. 24+50 Rt. to Sto. 29+47 Rt. 52 Tons Linne Total 316 Tons MacArthur Total 414 Tons Pavement Repair 697 Project Total 1175 Tons Location MacArthur Drive 3 Locations Location Linne Road 1 Locations MacArthur Drive 2 Locations DRIVEWAYS (TYPE D) Qua 120 S.Y. Project Total 120 S.Y. DRIVEWAYS (TYPE E) Quantity 46 S.Y. 124 S.Y. Project Total 170 S.Y. I ON 133HS I 83M"O DRIVEWAYS (TYPE F) Location Quantity Linne Road 6 Locations 445 S.Y. Project Total 445 S.Y. I ASPHALT CONCRETE (TYPE A) REINFORCING FABRIC Location Location Quantity Type A Linne Road Linne Road Sta. Sta, 54+92 Lt. to Sta. Mainline Resurfacing 12,667 3,858 Tons Widening 105+22 Lt. (12' wide) 2,707 Tons Tracy Blvd Intersection Reconstruction 706 Tons MacArthur Drive Linne Total 7,271 Tons Mainline Resurfacing Sta. 801 Tons Intersections 130 Tons MacArthur RR Approach Reconstruction 293 Tons MacArthur Total 1,224 Tons Type A subtotal 8,495 Tons Type B Linne Road Pavement Repair 203 Tons Driveways 113 Tons Linne Total 316 Tons MacArthur Drive Pavement Repair 697 Tons Driveways 65 Tons MacArthur Total 762 Tons Type B subtotal 1078 Tons AC Total 9,573 Tons PORTLAND CEMENT PAVEMENT REINFORCING FABRIC Location Quantity Quantity Linne Road Sta. 52+92 to Sta. Sta, 54+92 Lt. to Sta. 102+42 (24' wide) 12,667 S.Y. Sta. 102+42 Lt. to Sta. 105+22 Lt. (12' wide) 373 S.Y. Sta. 105+22 to Sta. 106+67 (24' wide) 387 S.Y. MacArthur Drive Linne Total 13,427 S.Y. Sta. 15+50 to Sta. 28+06 MacArthur Total 3,332 S.Y. Total 16,759 S.Y. PORTLAND CEMENT CONCRETE PAVEMENT Location Quantity Linne Road Sta. 52+92 to Sta. 54+92 111 C.Y. MacArthur Drive Sta. 10+45 to Sta. 12+20 194 C.Y. Sta. 13+52 to Sto. 15+84 258 C.Y. Project Total 563 C.Y. (F) (F) Denotes final pay quantity CONSTRUCTIONS DETAILS LINNE ROAD AND MACARTHUR DRIVE IMPROVEMENTS SHEET TOTAL NO SCALE N0. SHEETS AND SUMMARY OF QUANTITIES (Linne Road: Tracy Blvd to MacArthur Drive; MacArthur Drive: Linne Road to 1,800' south) 1 6 6