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PLANING ASPHALT CONCRETE PAVEMENT DRIVEWAYS <br /> Location Quantity Type Number Area <br /> Cherry Rood Conform Type D 12 Locations 150 S.Y. <br /> Sto. 0+16 to Sto. 0+26 59.2 S.Y. Type E 33 Locations 947 S.Y. <br /> Schmiedt Rood Conform (west) Total 1,097 S.Y. <br /> Sto. 68+70 to Sto. 68+80 41.3 S.Y. <br /> Conform Q E.P. Schmiedt Road Conform (east) <br /> EP Sta. 69+50 to Sto. 69+60 23.8 S.Y. <br /> ——- Kirschenmon Rood Conform ASPHALT CONCRETE (TYPE B) <br /> 0.25 -0.30' Asphalt Concrete Sto. 0+25 to Sta. 0+45 43.5 S.Y. <br /> 4' over shaped & compacted Total 167.8 S.Y. Location Quantity <br /> native material. N Cherry Rood & Schmiedt Rood 2542 Tons <br /> Schmiedt Road 69+50 to 75+25 (west) 170 Tons <br /> Conform Existing Width SHOULDER BACKING Schmiedt Rood 75+25 to 82+80 (east) 107 Tons <br /> Kirschenmon Rood 378 Tons <br /> 12' Min. Location Quantity Driveways 116 Tons <br /> Cherry Rood Total 3,313 Tons <br /> TYPE D Sta. 0+21 to Sta. 55+50 878 Tons <br /> Schmiedt Rood <br /> NOTE: Portion of existing concrete driveway shall be Sto. 55+51 to Sto. 68+80 269 Tons <br /> removed from the edge of pavement to the Schmiedt Rood ASPHALT CONCRETE (LEVELING) (TYPE B) <br /> distance listed above. Concrete shall be saw cut Sto. 69+50 to Sto. 82+80 170 Tons Location Quantity <br /> to provide a neat straight Joint at the conform line. Kirschenmon Rood <br /> _ p g Sto. 0+25 to Sto. 26+83 342 Tons Schmiedt Rood (east) 206 Tons <br /> A. Total 1,660 Tons Kirschenmon Road 892 Tons <br /> Total 1,098 Tons <br /> 8 <br /> EARTHWORK (MISCELLANEOUS AREAS) <br /> D Location Quantity PAVEMENT REINFORCING FABRIC <br /> 3 D Kirschenmon Road Location Quantity <br /> Conform @ E.P. Sta. 2+75 to Sta. 4+25 (Right) 1.5 Sto. <br /> s EP Sto. 10+00 to Sta. 14+00 (Right) 4.0 Sta. Cherry Rood <br /> r ——— _— Sto. 00+35 to Sto. 55+50 11,030 S.Y. <br /> M Sto. 16+00 to Sto. 20+00 Right) 4.0 Sta. Schmiedt Rood (west) <br /> �. z 4'* Sta. 1 1+50 to Sto. 13+50 (Left) 2.0 Sto.Sto. 22+50 to Sta. 25+00 Left) 2.5 Sto. Sta. 55+51 to Sto. 68+60 2,658 S.Y. <br /> K: R R Sto. 23+00 to Sta. 25+00 (Right) 2.0 Sto. Total 13,688 S.Y. <br /> M <br /> Total 16.0 Sto. <br /> Existing Width Conform <br /> R 12' Min. <br /> TYPE E <br /> Variable depth Asphalt Concrete T <br /> over existing paved driveway. <br /> �i}..( i" � � f <br /> R = Conform to Existing Radii. �►G J <br /> 1 <br /> -1A <br /> �`,a@�ryI��vS f�y <br /> v- 19 Y, <br /> TYPICAL DRIVEWAY DETAILS .. . t< ---- <br /> * Unless otherwise noted on plans. , C,(� <br /> r <br /> X <br /> NM <br /> r- <br /> m <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALECONSTRUCTION DETAILS & Cherry Road, Schmiedt Road & Sheet No. <br /> SUMMARY OF QUANTITIES Kirschenman Road Resurfacing 11 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> D.Gambini 1 /06 /8 R dG 0 .Ila <br />