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Const. <br /> -- Limits of Clearing and Grubbing <br /> Refer to Plan Sheets for Width Variation - <br /> 1 ' f 4' 4' , 4' _. 12' — _� .. 12' _. 4'-6' 4' f ¢' 1' } <br /> Typ. <br /> 24' Pavement Reinforcing Fabric <br /> 0 <br /> o <br /> 3 3 <br /> 0 O <br /> Va . Vag Varma1 8% 3 <br /> - - -_ iar. -- --a Vag _ --_- <br /> Vac - —- <br /> or <br /> I I <br /> ---- - -- -_ -_ -. _---_ --. ------_ -. J <br /> -Existing Roadway 0.10' (min.) Shoulder Backing <br /> 9 y over shoulder embankment <br /> a <br /> 0.17' Asphalt Concrete Overlay i from A.C. Grindings and <br /> ,—� on Planed Surface. Pavement Repair. (Typ.) <br /> e (Refer to Plan Sheets for Planing) <br /> - Earthwork (Misc. Areas) <br /> 3 TYPICAL SECTION (Typ ) <br /> Sta . 1 1 +25 to Sta . 94+00 <br /> 0 <br /> GENERAL NOTES <br /> 1. Contractor shall scarify native sail adjacent to pavement to a 4. Removal of A.C. Dikes where shown on the plan shall be done <br /> depth of 6 inches and blend shoulder backing material prior to in such a manner as not to damage the surface beneath the dike. <br /> compaction. Limits of this work is confined to intersection radii Payment for Dike removal shall be considered as included in <br /> plus 50' each direction. Payment for blending shall be considered the contract lump sum price for clearing and grubbing. <br /> as included in the contract unit price paid for shoulder backing. <br /> 5. Asphalt concrete grindings from planing and pavement repair shall be <br /> 2. All earthwork, except for final lift of shoulder backing shall be placed as shoulder embankment and spread throughout the project limits. <br /> o completed prior to placing the final lift of asphalt concrete Payment for this work shall be by the Earthwork (Misc. Areas) Pay Item. <br /> surfacing. <br /> O • f 6. The Contractor shall enter into an agreement with the Union Pacific <br /> N 3. Placement of asphalt concrete surfacing shall not begin until the Railroad Company for work within the railroad's jurisdiction. <br /> asphalt concrete used in pavement repair has been in place for <br /> m 24 hours. <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION & FRENCH CAMP ROAD RESURFACING Sheet No. <br /> Q GENERAL NOTES (EI Dorado Street to Airport Way) z of 11 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE QJL9KED DATE SUBMITTED DATE APPROVAL REGOMMENDED DATE <br />