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Conform <br />69 <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />EP ` E <br />1'-2' ' <br />0.5' 2V± Geosynthetic Pavement trTteriayer (Pavrrrcj--Fctrrrc) <br />Match Match <br />`= Existing Slope Existing Slope <br />L------------------- ------- -- -- — — — — — — —-- <br />� <br />Remove Base and Roadway Surfacing (0.25') Existing Roadway <br />Place 0.25' HMA <br />1 ' �--2' - m 1 m 2' <br />0.5'— <br />TE <br />_B% <br />r <br />Conform <br />Grade existing ground <br />to place TE <br />1' Min width (Typ) <br />TYPICAL SECTION <br />:eta 9+63 to Sta 73+00 <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />21,1 <br />21't Geosynthetic P (Paving Fabric <br />Match <br />o _Existing Slope <br />Match <br />Existing Slope <br />r----------- <br />0.25' HMA Overlay IExisting Roadway <br />TYPICAL SECTION <br />Sta 73+00 to Sta 129+83 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECY ENGINEER <br />Jonathan Curry 05/19 /7�/*, <br />NO SCALE I TYPICAL SECTIONS <br />DATE CHECKED DATE <br />1'-2' 1, <br />—0.5' <br />Var- <br />Conform <br />Replenish variable <br />depth Shoulder Backing <br />where prescribed <br />by Engineer (Typ) <br />RECORD :s <br />Corrections 8y <br />No Changes <br />Date S/2 7/ZC <br />�__ <br />J"y Person Using This <br />Iii! tnbnAathm By IMSAi oro Tin pito or work <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />COPPEROPOLIS ROAD RESURFACING <br />(Hewitt Road to Escalon-Bellotta Road) <br />Sheet No. <br />3 of 5 <br />