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�7 GENERAL NOTES <br /> Cons! <br /> 1 1 . Contractor shall scarify native soil adjacent to pavement at intersection <br /> Limits of Clearing and Grubbing and Mailbox Relocation radii to a depth of 6" and blend shoulder backing material prior to <br /> See 12' 12• See compaction. Limits of this work shall be confined to intersection radii <br /> Shoulder Shoulder plus 50 feet in each direction. Payment for blending shall be considered <br /> Details 22' Pavement RRinforcing Fabric Details <br /> as Included in the price for Shoulder Backing. <br /> V . I Vor. 2. The Contractor shall obtain an Encroachment Permit from Caltrans <br /> EZE for work and traffic control within the State's right of way. <br /> 3. All earthwork• except for final lift of shoulder backing shall be completed <br /> 'j� prior to placing the final lift of Asphalt Concrete surfacing. <br /> L - - - - -L- - - - - - - - - - - - - - - - J <br /> Existing Roadway 0.25' Asphalt 4. Placement of Asphalt Concrete surfacing shall not begin until the Asphalt <br /> Concrete Overlay Concrete used in pavement repair has been in place for 12 hours. <br /> TYPICAL SECTION 5. Asphalt Concrete shall be placed in two (2) layers of approximate equal <br /> i <br /> Sta. 305+16 to Sto. 468+00 thickness with pavement reinforcing fabric placed in between the layers. <br /> SHOULDER SCHEDULE <br /> DEVRIES ROAD <br /> R n <br /> Sto. to Sto. (Left) Detail Sto. to Sto. (Right) Detail <br /> 0 307+00 to 312+00 2 305+20 to 335+50 2 <br /> s 312+00 to 318+00 1 335+50 to 350+00 1 <br /> m Const. 318+00 to 338+00 2 350+00 to 468+00 2 <br /> v 338+00 to 347+00 1 <br /> n CL Const. Limits of <br /> Limits of Clearing and Grubbing 347+00 to 355+50 2 <br /> Clearing and Grubbing 355+50 to 358+00 1 <br /> _ Earthwork 358+00 to 376+00 2 <br /> (Mist. Areas) 376+00 to 384+50 1 <br /> w 384+50 to 389+00 2 <br /> s 4' 4' 12' 4' 4' 12' <br /> 389+00 to 399+50 1 <br /> �8% _ _ _ _ `.8% 399+50 to 410+00 2 <br /> 410+00 to 414+00 1 <br /> Conform 414+00 to 434+00 2 <br /> — — —`tT� Shoulder Backing L _ 434+00 to 439+50 1 <br /> L <br /> V ' N Conform Shoulder Backing LEzisting Roadway Existing Roadway 439+50 to 441 +00 2 <br /> SHOULDER DETAIL 1 SHOULDER DETAIL 2 441 +00 to 444+00 1 <br /> 1 0 444+00 to 447+00 2 <br /> A <br /> n 447+00 to 450+50 1 <br /> ) ' <br /> (— n 450+50 to 460+50 2 <br /> 460+50 to 462+50 1 <br /> m 462+50 to 466+85 2 <br /> 0 466+85 to 468+00 1 <br /> NO SCALE TYPICAL SECTION AND DEVRIES ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN <br /> GENERAL NOTES (State Highway Route 12 to Woodbridge Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE APPROVAL RECOMMENDED DATE <br />