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GENERAL NOTES <br /> 1 . Placement of Asphalt Concrete surfacing shall not begin <br /> until the Asphalt Concrete used in pavement repair has <br /> been in place for 18 hours. <br /> 2. Pavement Reinforcing Fabric placed in between 0.10' A.C. <br /> Leveling and 0.15' Overlay. <br /> 3. Contractor shall scarify native soil adjacent to pavement <br /> at intersection radii to a depth of 6" and blend shoulder <br /> backing material prior compaction. Limits of this work <br /> shall be confined to intersection radii plus 50 feet in each <br /> direction. Payment for blending shall be considered as <br /> included in the price for Shoulder Backing. <br /> l' 4. All eorthwork, except for final lift of shoulder backing shall <br /> Const. be completed prior to placing the final lift of Asphalt <br /> I Concrete surfacing. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 5. Raising Track shall be by Central California Traction Company. <br /> 0'-4' 10 -1 1 ' 10'-1 1 ' 0'-4' Contractor shall coordinate with Central California Traction <br /> Company for work within the railroad right of way. <br /> 20' Pavement Reinforcing Fabric Dave Buccolo Work: (209) 466-6927 <br /> D 0.15' A.C.1 General Monager—C.C.T.C. <br /> o Conform Overlay Conform <br /> _ Var. Var._ <br /> Var. 77 77 71 Var. <br /> Existing Roadway I �� - fit►^ vbrn-, S$ 47i� <br /> � I I <br /> Shoulder <br /> rn :ShoulderL----- --------------- ----� <br /> --------------- <br /> Backing 0.10' Leveling Course Backing <br /> TYPICAL SECTION <br /> 0�1 <br /> N 4 <br /> v ? ice ' DRAWNU <br /> D <br /> r <br /> m <br /> z <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION COLLIER ROAD RESURFACING Sheet No. <br /> (North 99 Frontage Road East to Dustin Rood) 2 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHE DATE APPROVAL RECOMMENDED DATE <br />