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q <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> 1 ' + 4't 4' w 4' 12' 12' •4' 4' 4 1 ± <br /> 24' Pavement Reinforcing Fabric <br /> Conform `% Vor. V_pr _ 2%Conform <br /> v <br /> a _ _ _ _ — _ — - - _ — _ <br /> 0 4' Existing 0'-4' <br /> j Roadway 0.25' Asphalt Concrete <br /> Overlay <br /> 0 <br /> X0.40' A.C. Widening Variable Depth Shoulder Backing (Typ.) <br /> p Ste. 481 +46 to Ste. 483+21 (Lt.) ± <br /> v no Sto. 481 +46 to Ste. 483+83 (Rt.) ± <br /> n (See Sheet 7) • Limits for Mailbox Relocation <br /> m <br /> TYPICAL SECTION <br /> Sta. 329+00 to Sta. 485+50 <br /> i <br /> 0 <br /> GENERAL NOTES <br /> 1. Contractor shall scarify native soil adjacent to pavement to o depth of 6 inches 4. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete <br /> and blend grovel shoulder material prior to compaction. Limits of this work is used in pavement repair has been in place for one day. <br /> f confined to intersection radii plus 50' each direction. Payment for blending shall <br /> be considered as included in the contract unit price for Shoulder Backing 5. Removal of A.C. dikes where shown on the plan shall be done in such a manner <br /> as to not damage the surface beneath dike. Payment for dike removal shall <br /> 2. All shoulder work, except for final lift of gravel shoulder shall be completed prior be considered as included in the contract unit price for clearing and grubbing. <br /> to placing the final lift of asphalt concrete surfacing. ESSI <br /> 3. Asphalt Concrete shall be placed as noted below: <br /> v, 0.25' Thickness — Two (2) layers of approximate equal thickness with pavement ' F <br /> reinforcing fabric on existing or prepared surface. 28054 A <br /> o * Eap. 3/.11/02 <br /> z P <br /> m �p CAU <br /> Y -0 <br /> COUNTY OF SAN JOA UIN TYPICAL SECTION AND COPPEROPOLIS ROAD RESURFACING Sheet No. <br /> Q No SCALE GENERAL NOTES (Duncan Road to Hewitt Road) 2 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE DATE SUBMITTED �DAATE APP59 OMMENDED GATES <br /> P. 5abinla B/ 00 < a' 2/14a/ f3 � �^ � %a ,�''� <br />