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an <br />0.25' HMA Overlay <br />Geosynthetic Paving Interlayer, <br />Crack Treatment (Type 3) & <br />Cold Plane Fine Grinding <br />N RIVER <br />L <br />V N 35 <br />a� <br />EP <br />0.25' HMA Overlay <br />o <br />0 Crack Treatment (Type 3) & Cold Plane Fine Grinding <br />W <br />n <br />° Sta 37+98 River Road41 <br />Cn = <br />Const SEP <br />Sta 10+00 McBride Ave <br />N <br />N <br />36 N N <br />37 Sto 9+88 ETW <br />St��9+75 f <br />EP a <br />� <br />20 <br />N m <br />Sta 9+55 <br />Conform <br />Sto 50+80 (Lt) <br />End Earthwork <br />(Misc Areas) <br />................................................... <br />N RIVER <br />a N 50 <br />EP <br />EP <br />Sto 51 +20 (Lt <br />Begin Earthwo <br />(Misc Areas) <br />COUNTY OF SAN JOAQUIN <br />,M;4 BY DATE PROJECT ENGINEER <br />39' - i -9 43' ► <br />\MCBRIDE AVENUE <br />1--- --- <br />0.25' HMA Overla <br />Sto 54+00 (Lt <br />End Earthwork <br />(Misc Areas) <br />N <br />N N 54 <br />q Const <br />NO SCALE PLAN <br />DATE CHECKED DATE <br />EP <br />EP <br />N N <br />N N <br />a� LEP <br />+ <br />rn ° <br />v <br />Vw <br />0.25' <br />00 HMA Overlay <br />Sta 48+80 (Lt) + <br />Begin Earthwork 4- <br />(Misc Areas) _° <br />Cnj <br />ROAD `�' o <br />49 Nm <br />I <br />EP1 V) <br />C <br />orl-A-WING <br />Corrections By <br />No Changes <br />Date <br />Any Person Using This Draw ng Should Verifiy <br />All Inforrrvirtn tiv '-----fing The Site Of 1yo5' <br />100' 0 <br />EP <br />N N ROAD <br />N N 60 61 <br />EP <br />N <br />N +C <br />(-0 Q)0 <br />rn° <br />vvC) <br />Nmi <br />79C- <br />Bridge <br />422 <br />i <br />END RESURFACING <br />RIVER ROAD <br />RIVER ROAD RESURFACING <br />(Henry Road to Victory Road) <br />Sheet No. <br />4 of 6 <br />