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q <br /> Const. <br /> I <br /> •Limits of Clearilg and Grubbing <br /> 1 3 -8' 4' - 12' I 12' 4' --8' l' 3 <br /> 24' Pavement Reinforcing Fabric <br /> Conform <br /> 1 Conform <br /> aVaar Vor. Var.� Var — <br /> _---_---- --_ <br /> n --- ---��-- ---�---J Variable Depth <br /> Existing Roadway I Shoulder Backing (Class 2 Aggregate Base), Typ. <br /> 0.25' Asphalt Concrete Overlay <br /> i <br /> TYPICAL SECTION mils for Mailbox Relocation <br /> 3. > Station 8+30 to Station 108+35 <br /> m � <br /> mT <br /> z GENERAL NOTES <br /> m <br /> i. Contractor shall scarify native soil adjacent to pavement to a depth of 6 inches 7. Removal of A.C. dikes where shown onthe plan shall be done in such a manner <br /> and blend gravel shoulder material prior to compaction. Limits of this work is as not to damage surface beneath dike. Payment for dike removal shall <br /> confined to intersection radii plus each direction. Payment for blending shall be considered as included in the contract unit price for clearing and grubbing. <br /> be considered as included in the contract unit price for Shoulder Backing. <br /> j 2. All earthwork, except for final lift of grovel shoulder material shall be completed 8. The Contractor shall place bright orange fencing at Ste. 66+023 to Sta. 66+403, <br /> m prior to placing the final lift of asphalt concrete surfacing. 20' t Rt. for work within drip line of Elderberry Shrubs. Temporary informational signing <br /> 3 provided by the engineer shall also be installed. Payment for furnishing and placing fencing <br /> 3. Asphalt Concrete shall be placed as noted below: and signing will be from Item No. 17 - Supplemental Work. <br /> 0,25' Thickness - Two (2) layers of approximate equal thickness with pavement I <br /> reinforcing fabric on existing or prepared surface. <br /> 4.. Surface preparation of existing pavement (advance leveling and/or pavement <br /> repair) shall be as directed by the Engineer. Payment for this work will be <br /> w by Item No. 17 Supplemental Work. No. C28O 4 <br /> v * Cry. 3-31-02 <br /> 0 5. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete <br /> y� used in pavement repair has been in place for 36 hours. 9lf CIVIL <br /> lu re CAUFO <br /> z 6. Adjust monument frame and cover. Refer to S.J. Co. Improvement Standards <br /> W m No. CW-R36 and Sheet 9 for locations. <br /> z <br /> COUNTY OF SAN JOAQU N NO SCALE TYPICAL SECTION AND GENERAL NOTES EIGHT MILE ROAD RESURFACING Sheet No. <br /> (State Highway Route 88 to Jack Tone Road) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHi DATE SUBMITTED GATE APPROVAL RECOMMENDED DALE <br />