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(i Const. <br /> I R/w <br /> Limits of Clearing and Grubbing <br /> and Limits of Mailbox Relocation <br /> 20' ►I.� 30' <br /> I <br /> 1 4' 4' 12' a L 12' 4' 4' 10' — <br /> 22' Pavement Reinforcing Fabric <br /> I <br /> P Conform 87 _ Va r. Var. gy_a Conform <br /> a Nor <br /> y - - <br /> iL____ ________ _- <br /> a o <br /> o m Existing Roadway 0.25' Asphalt Concrete Shoulder Backing — Typ. ��� <br /> s z <br /> m TYPICAL SECTION <br /> N <br /> 6 Sto. 30+10 to Sta. 61 +51 <br /> GENERAL NOTES <br /> 1 . 0.25' Asphalt Concrete surfacing shall be placed in two (2) layers of 5. All earthwork, except final grading of the shoulders, shall be completed prior to <br /> w approximate equal thickness. placing final layer of asphalt concrete. No Shoulder Backing shall be deposited <br /> to2. Placement of Asphalt Concrete overlay shall not begin until the Asphalt or drifted on the final lift of asphalt concrete surfacing. <br /> Concrete used in Pavement Repair has been in place for 18 hours. 6. All existing frontage improvements shall remain in place unless otherwise noted. <br /> 3. Shoulder Backing at all intersection radii shall be blended with the top 6" of 7. Excavated Material generated by Pavement Repair and Planing Asphalt Concrete <br /> native soil material as directed by the Engineer. Payment for blending shall Pavement may be used as Shoulder Backing with approval of the Engineer. <br /> fbe considered as included in the contract unit price paid for Shoulder Backing. Excavated Material shall be thoroughly pulverized, distributed throughout the <br /> A 4. The contractor shall conduct Shoulder Backing operations so as not to disturb project and blended with the top 6" of native soil material in the Shoulder <br /> mor obstruct any existing drainage. Backing areas. <br /> W o <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION CORRAL HOLLOW ROAD RESURFACING Sheet7N <br /> Q (0.54 mile s/o Valpioo Rd to 0.06 mile n/o Valpieo Rd) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Q/3e/o: <br />