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m <br />m <br />r - <br />m <br />z <br />0 <br />EP ETW <br />Paved <br />Shoulder <br />0.5' - 1i <br />Match <br />Exist Slope <br />L <br />Const <br />Limits of Clearing & Grubbing <br />I <br />16' f <br />18' f <br />i <br />I <br />33't Geosynthetic Pavement Interlayer (Paving Fabric) <br />Match I Match <br />Exist Slope _ 1 Exist Slooe <br />--------------- <br />See shoulder <br />details below Cold Plane Pavement 0.25' <br />Place HMA 0.25' <br />-1---1 --- ------ <br />Existing Roadway <br />so <br />EP <br />4'f <br />Paved <br />Shoulder <br />0.5' <br />Match <br />Exist Slope <br />777 <br />See shoulder <br />details below <br />TYPICAL SECTION L (See Sheet No. 2—General Notes 1) <br />West Lane (East Side Only): Sta 74+07 to Sta 200+12 <br />q <br />Const. <br />�--v-Limits of Clearing and Grubbing <br />EP <br />Cold Plane Pavement$ <br />Place HMA 0 -4 - <br />i <br />Var__ Var-_. <br />Var <br />i <br />Existing <br />Roadway <br />*SHOULDER DETAIL 1 <br />Existing Median <br />To Remain in Place <br />I <br />Conform <br />�i <br />Replenish variable depth <br />Shoulder Backing where <br />prescribed by Engineer (Typ) <br />Const <br />Cold Plane Pavement <br />Place HMA <br />i <br />Var_ Var_ <br />Existing PCC Curb J - - - - - - - - <br />To Remain in Place Existing <br />Roadway <br />SHOULDER DETAIL 3 <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY <br />W�,Q <br />DATE I PROJECT ENGINEER I DATE <br />7/2020I� <br />l% <br />q <br />Const <br />Limits of Clearing and Grubbing - <br />i EP <br />Cold Plane Pavement HMA Dike <br />Place HMA Type A or C <br />(See Sheet <br />VarmaL Var_ No. 7) Existing <br />Surface <br />Existing <br />Roadway SHOULDER DETAIL 2 <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+07 <br />74+22 <br />4 <br />74+07 <br />78+82 <br />1 <br />74+22 <br />84+91 <br />3 <br />78+82 <br />89+51 <br />2 <br />84+91 <br />139+42 <br />1 <br />89+51 <br />109+87 <br />1 <br />139+42 <br />147+45 <br />3 <br />109+87 <br />118+82 <br />2 <br />147+45 <br />148+73 <br />4 <br />118+82 <br />146+93 <br />1 <br />148+73 <br />156+60 <br />3 <br />146+93 <br />147+15 <br />2 <br />156+60 <br />191+21 <br />1 <br />147+15 <br />147+45 <br />1 <br />191+21 <br />199+43 <br />3 <br />147+45 <br />148+73 <br />4 <br />199+43 <br />200+12 <br />4 <br />148+73 <br />156+71 <br />1 <br />156+71 <br />160+78 <br />2 <br />160+78 <br />199+06 <br />1 <br />199+06 <br />199+26 <br />2 <br />199+26 <br />200+12 <br />4 <br />t �► sirl� ��� o�� ���w . <br />Ali Ot W" <br />q <br />Const EP *Note: Detail depicts a right <br />Cold Plane Pavement Conform p g <br />Place HMA shoulder but may represent <br />i a right and/or left shoulder. <br />Var_ Var.- <br />e <br />------------- <br />Existing <br />Roadway <br />*SHOULDER DETAIL 4 <br />TYPICAL SECTION AND <br />SHOULDER DETAILS <br />CHECKED DATE <br />Q�OFESS <br />Uj No. 83958 M <br />s�qT C/V 0- <br />Of- <br />-CF CA\ -\FO <br />-1 - J-1.9 <br />Awni Taha <br />RCE 83958 <br />WEST LANE RESURFACINGI Sheet No. <br />East Side Only (Eight Mile Road to Armstrong Road) 3 of 15 <br />