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�yGENERAL NOTES <br /> CONST' 1. Contractor shall scarify native soil adjacent to pavement to a <br /> depth of 6 inches and blend shoulder backing material prior to <br /> Limits of Clearing land Grubbing d compaction. Limits of this work is confined to intersection radii <br /> 9 9 anplus 50' each direction. Payment for blending shall be considered <br /> Mailbox Relocation as included in the contract unit price paid for shoulder backing. <br /> See 12 12' See 2 All earthwork, except for final lift of shoulder backing shall be <br /> Shoulder 22' Pavement Reinforcing Fabric Shoulder completed prior to placing the final lift of asphalt concrete <br /> Details Var. Vor. Deotails surfacing. <br /> v 3. Asphalt Concrete shall be placed as noted below: <br /> Sheet Sheet <br /> No. 3. • 0.25' Thickness — Two (2) layers of approximate equal thickness <br /> with pavement reinforcing fabric between the layers. <br /> i <br /> 4. Placement of asphalt concrete surfacing shall not begin until the <br /> asphalt concrete used in pavement repair has been in place for <br /> Existing Roadway 0.25' Asphalt Concrete Overlay one day. <br /> no 5. Removal of A.C. Dikes where shown on the plan shall be done <br /> in such a manner as not to damage surface beneath dike. <br /> F TYPICAL SECTION Payment for Dike removal shall be considered as included in <br /> z the contract unit price for clearing and grubbing. <br /> > Ste. 307+50 to Ste. 413+50 <br /> o i <br /> m <br /> z <br /> v <br /> N <br /> O <br /> F <br /> WA <br /> m <br /> Z <br /> O <br /> COUNTY OF SAN JOAQUINNo SCALE TYPICAL SECTION AND LIBERTY ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (Brueila Road to Elliott Road) 2 of 13 <br /> DRAWN BY DATE OJECT ENGINEER I DATE 9JECKEQ, DATE SUBMITTED DATE I APPRO AL &DIAMENDED ZTE <br /> v�.t t I a/oo allU&A3APA <br />