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LU' <br />ETW <br />18' f <br />q <br />Const <br />Limits of Clearing & Grubbing <br />I <br />I <br />4't — <br />Paved I <br />Shoulder <br />33't Geosynthetic Pavement Interlayer (Paving <br />Match Match I Ek <br />Exist Slope _ Exist Slope <br />L-- <br />See shoulder <br />details below <br />ETW EP <br />16' f <br />—" ± <br />Paved <br />Sholder <br />Fabric) — 0.5' <br />Match Match <br />st Slope --Exist Slope <br />— — See shoulder <br />Cold Plane Pavement 0.25' details below <br />(See Sheet No. 2—General Notes 1) <br />Existing Roadway J ' <br />Place HMA 0.25 <br />TYPICAL SECTION <br />West Lane (West Side Only): Sta 74+08 to Sta 199+95 <br />Const <br />Limits of Clearing and Grubbing <br />EP <br />0'-4' Cold Plane Pavement <br />Place HMA <br />I <br />ConformVar .Var _Var <br />L------- --I <br />Replenish variable depth <br />Shoulder Backing where <br />prescribed by Engineer (Typ) <br />Existing <br />*SHOULDER DETAIL 1 Roadway <br />q <br />Const Cold Plane Existing Median <br />lane Pavement <br />Place HMA To Remain in Place <br />� I <br />:,a _Var _Var <br />M — — — — — — — — Place PCC Curb <br />Existing (See Sheet No. 8) <br />TI Roadway <br />M SHOULDER DETAIL 3 <br />Z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />SHOULDER DETAIL SCHEDULE <br />LEFT <br />RIGHT <br />Begin <br />Station <br />End <br />Station <br />Detail <br />No. <br />Begin <br />Station <br />End Station <br />Detail <br />No. <br />74+08 <br />148+50 <br />1 <br />74+08 <br />74+23 <br />4 <br />148+50 <br />148+89 <br />2 <br />74+23 <br />84+94 <br />3 <br />148+89 <br />149+67 <br />4 <br />84+94 <br />140+15 <br />1 <br />149+67 <br />149+91 <br />2 <br />140+15 <br />148+17 <br />3 <br />149+91 <br />157+33 <br />1 <br />148+17 <br />149+45 <br />4 <br />157+33 <br />166+82 <br />2 <br />149+45 <br />157+29 <br />3 <br />166+82 <br />172+50 <br />2 <br />157+29 <br />191+17 <br />1 <br />172+50 <br />198+89 <br />1 <br />191+17 <br />199+25 <br />3 <br />198+89 <br />199+02 <br />2 <br />199+25 <br />199+95 <br />4 <br />199+92 <br />199+95 <br />4 <br />Const <br />Limits of Clearing and Grubbing <br />EP <br />HMA Dike Cold Plane Pavement <br />Type A or C Place HMA <br />(See Sheet <br />Existing No. 7) Var _Var <br />Surface <br />Existing <br />Roadwav <br />JIIUULUtK QUAIL L <br />*Note: Detail depicts a right <br />EP Const shoulder but may represent a <br />Conform Cold Plane Pavement right and/or left shoulder. <br />Place HMA Place top soil as needed where <br />I grass or sod abuts the Edge <br />.Ka of Pavement (EP) at Sto <br />— — — — — =V_Var 121 +27 Lt to Sta 128+77 Lt. <br />Existing <br />Roadway <br />*SHOULDER DETAIL 4 <br />TYPICAL SECTION AND <br />SHOULDER DETAILS <br />CHECKED DATE <br />7.e4� 411 ! <br />Q�,OF ESS /O�l <br />Z3 No. 83958 m <br />C IV <br />F OF CAawn. <br />1 <br />• '� l!� <br />Awni Taha <br />RCE 83958 <br />WEST LANE RESURFACINGI Sheet No. <br />West Side Only (Eight Mile Road to Armstrong Road) 4 of 15 <br />