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Const. <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> See See <br /> Shoulder Details 10't 10't Shoulder Details <br /> Sheet 3 Sheet 3 <br /> 1' 18't 1' GENERAL NOTES: <br /> Pavement Reinforcing Fabric 1. Contractor shall scarify native soil adjacent to pavement at <br /> Vo r. Vo r. intersection radii to a depth of 6" and blend Shoulder Backing <br /> material prior to compaction. Limits of this work shall be <br /> confined to intersection radii plus 50 feet in each direction. <br /> Payment for blending shall be considered as included in the <br /> 1price for Shoulder Backing. <br /> Existing Roadway 0.20' Asphalt 2. All eorthwork (except for final shoulder backing) shall be <br /> Concrete completed prior to placing final lift of asphalt concrete. <br /> nNiy No Shoulder Backing shall be deposited or drifted on the final <br /> W TYPICAL SECTION <br /> Overlay g <br /> lift of asphalt concrete surfacing Where the Shoulder Backing <br /> v D placement exceeds 0.30' in thickness, the Shoulder Backing <br /> n (Mackville Road) <br /> y o shall be placed in two fully compacted layers. <br /> Sto. 6+53 to Sto. 89+15 <br /> <. 3. Asphalt Concrete shall be placed in one (1) layer with <br /> a m pavement reinforcing fabric placed on the existing pavement. <br /> 4. All existing trees, shrubs, fences and other frontage improvements <br /> Z8 <br /> m are to remain in place unless otherwise noted. <br /> CConst. 5. Existing drainage facilities shall remain in place unless otherwise <br /> noted. The Contractor shall conduct earthwork operations so as <br /> not to modify or obstruct the existing drainage. <br /> Limits of Clearing and Grubbing and Mailbox Relocation 6. Placement of asphalt concrete overlay shall not begin until the <br /> asphalt concrete used in pavement repair has been in place <br /> See See for 12 hours. <br /> Shoulder Details 11't 11't Shoulder Details 7. All Pavement Repair must be completed 18 hours prior to placement <br /> Sheet 3 Sheet 3 of Asphalt Concrete <br /> Var. Vor. <br /> ----- � <br /> o <br /> D L------------------- --------- ---------- <br /> ----------- -- <br /> MExisting Roadway 0.20' Asphalt <br /> Concrete <br /> TYPICAL SECTION Overlay <br /> (Collier Road) <br /> Sta. 9+00 to Sto. 12+28 <br /> N <br /> S <br /> M <br /> M <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND MACKVILLE ROAD RESURFACING PROJECT Sheet No. <br /> GENERAL NOTES (COLLIER ROAD TO LIBERTY ROAD) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROV L RECOMMENDED DATE <br /> G. Xiang 4/1 1/07 '014447 <br />