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Const. <br /> sot. <br /> Limits of Clearing and Grubbing <br /> and Earthwork (Roadway Widening <br /> Conform 4' 4 12 I SHOULDER SCHEDULE <br /> VOr, <br /> — — — Sta. to Sta. DetailLt. I Rt. <br /> 89+75 to 90+50 1 1 <br /> 0.25' Shoulder Backing 90+50 to 111 +50 2 2 <br /> 111 +50 to 113+50 1 2 <br /> SHOULDER DETAIL 1 113+50 to 123+50 2 2 <br /> Excavation Areas 123+50 to 125+50 2 1 <br /> 125+50 to 142+50 2 2 <br /> 142+50 to 143+50 1 2 <br /> 143+50 to 144+50 2 2 <br /> 144+50 to 147+50 1 1 <br /> n 147+50 to 148+50 2 2 <br /> 148+50 to 149+50 1 1 <br /> X > 149+50 to 150+50 1 2 <br /> 150+50 to 154+50 1 1 <br /> Const. 154+50 to 155+75 1 2 <br /> Limits of Clearing and Grubbing <br /> q and Earthwork (Roadway Widening) <br /> Var. i <br /> 0•_4. 4. ------ <br /> 12' <br /> v `87. <br /> f <br /> m -,---kI <br /> - 1N%. (A Conform Variable Depth <br /> M Shoulder Backing <br /> z SHOULDER DETAIL 2 <br /> 40 <br /> Embankment Areas <br /> z <br /> T <br /> z <br /> COUNTY OF SAN JOAQUIN Ho SCALE SHOULDER DETAILS PEl.' W ROAD RESURFACING Sheet Na. <br /> I IF1500 WOR Rd to DeVnes Rd) 1 of 5 <br /> DRAWN BY I DATE PROJECT ENGINEER I DATE DAT <br /> CHECKED E SUBMITTED DATE AP RECOMMENDED DATE <br /> Chod Gamble 1 9/96 1x k 10br 1%r" 'r- -4/o/f, � //� <br />