Laserfiche WebLink
ASPHALT CONCRETE GENERAL NOTES <br /> PAVEMENT REPAIR (Type B) 1 . Asphalt Concrete used for Pavement Repair shall be placed <br /> Location Quantity in layers which do not exceed 0.50' in compacted thickness. <br /> Location Quantity <br /> 18 Sites throughout Project 390 S.Y. 2. Placement c Asphalt Concrete Surfacing shall not begin until <br /> g � Roadway 7381 Tons Asphalt Concrete used in pavement repair has been in place <br /> Driveways 75 Tons for a minimum of 36 hours. <br /> Pavement Repair 195 Tons <br /> Total 7651 Tons 3. Existing pavement markers may remain in place where overlay <br /> PLANING ASPHALT thickness is 0.25' or greater. <br /> CONCRETE PAVEMENT 4. Asphalt Concrete Surfacing shall be placed in 2 layers of <br /> approximate equal thickness. Pavement Reinforcing Fabric <br /> Location Quantity PAVEMENT REINFORCING Shall be placed between the layers. <br /> FABRIC 5. Survey Monument Frames and Covers shall be placed at the <br /> Sta.1098+00 to Sta.1098+50 178 S.Y. following locations: <br /> Sta.1129+66 to Sto.1130+16 178 S.Y. Location Quantity Sta.1122+35± Sto.1175+37 ± <br /> Sto.1130+74 to Sta.1131+24 178 S.Y. Sta.1148+86± Sto.1201+83 + Conform ® E.P. <br /> Sto.1188+26 to Sta.1188+76 178 S.Y. Sta.1098+50 to Sta.1129+66 8309 S.Y. <br /> Sto.1189+34 to Sta.1189+84 178 S.Y. Sta.1131+24 to Sta.1188+26 15205 S.Y. <br /> Sta.1226+10 to Sto.1226+60 178 S.Y. Sto.1189+84 to Sta.1226+10 9670 S.Y. <br /> Total 1068 S.Y. Total 33,184 S.Y. R„ - Conform to 'P �• <br /> existing radii Conform m <br /> PLACE MONUMENT Exact location to be 1 <br /> SHOULDER BACKING determined by the <br /> Location Quantity FRAMES AND COVERS Engineer —wi 12' Min. Width , <br /> ° ' Sto. 1098+00 to Sta. 1226+60 5800 TONS Location Quantity Conform ® E.P. <br /> Total 5800 TONS StcA 122+35± 1 Ea. <br /> Sta.1148+86 ± 1 Ea. <br /> Sta.1175+37 ± 1 Ea. <br /> Sta.1201+83± 1 Ea. <br /> DRIVEWAYS Total 4 Ea. <br /> Quantity — <br /> Type No. Area S.Y. EARTHWORK <br /> (Miscellanous Areas) --� 12' Min. Width— Conform <br /> D 7 231 S.Y. LEGEND <br /> � E 7 211 S.Y. Location Quantity <br /> n 7kY Sta.1219+70 to Sta.1226+60 7 Sta. TYPE E Varible depth Asphalt Concrete <br /> Vice4/)q-r7 over existing paved driveway. <br /> (Right Const.— only) <br /> iV p TYPE D 0.30' A.C. over shaped native <br /> v <br /> TYPICAL DRIVEWAY <br /> J CONSTRUCTION DETAILS JACK TONE ROAD RESURFACING SHEET No. <br /> COUNTY OF SAN JOAQUIN SCALE: None AND NOTES I Wiidwood Rd. to French Comp Rd. 5 of 5 <br /> DRAWN BY DATE PROJECT NGINEER DATE CHECKED I DATE SUBMITTED I DATE APPRO ECOMMENDED DATE 0-15, /39/ <br /> I <br />