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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> and Limits of Mailbox Relocation <br /> 4' 4' 12' I 12' 44' <br /> 1' 22' Pavement Reinforcing <br /> inforcing Fabric 1' <br /> I <br /> I <br /> Conform BY Var. Var. Z 8% Conform <br /> Or <br /> -- ________________ <br /> Existing Roadway J T --- -- <br /> -- � <br /> 0.17' Asphalt Concrete Shoulder Backing <br /> TYPICAL SECTION — SHOULDER -DETAIL 1 (Typ-) <br /> "s Stu. 5+19 to Stu. 57+25 (Left) <br /> Sto. 5+19 to Stu. 11 +40 (Right) <br /> m Stu. 18+20 to Stu. 57+25 (Right) <br /> D <br /> m GENERAL NOTES const. <br /> 0 �1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used 12' <br /> in Pavement Repair has been in place for 18 hours. <br /> = Pavement <br /> 2. Shoulder Backing at all intersection radii shall be blended with the top 6" of native soil <br /> material as directed by the Engineer. Payment for blending shall be considered as Reinforcing Fabric Conform <br /> included in the contract unit price paid for Shoulder Backing. <br /> 3. The contractor shall conduct Shoulder Backing operations so as not to disturb or Var. Var <br /> . <br /> obstruct any existing drainage. <br /> 1 <br /> e4. All earthwork, except final grading of the shoulders, shall be completed prior to placing <br /> f—' n final layer of asphalt concrete. No Shoulder Backing shall be deposited or drifted Shoulder Backing <br /> M on the final lift of asphalt concrete surfacing. Existing Roadway <br /> M <br /> SHOULDER DETAIL 2 <br /> z Stu. 11 +40 to Sta.18+20 (Right) <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION SCHULT£ ROAD RESURFACING sheet 6 <br /> Q (Mac Arthur prior to Chrhman Road) 2 of 6 <br /> DRAW BY DATE PROJECT ENGINEER DATE C CKED DATE <br /> SUBMnTED TE APPROVAL RECOMMENDED DATE <br /> G. .t— ww- G ,d,�l. '%9Q D2 lL�a �n/yp�ea <br />