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C0 St Limits of Clearing and Grubbing <br />AC 4' 4' 1v <br />—Overlay <br />VarE <br />Vo r30 8% C <br />sig 0 Existing <br />Surface <br />Existing *See No.. Variable Depth <br />Roadway Below Right Shoulder Backing <br />SHOULDER DETAIL 1 <br />COnSt <br />n Limits of Clearing and Grubbing <br />� <br />Existing - <br />Roadway <br />Const <br />Earthwork (Misc. Areos) <br />Arl 4' 4'� Varies <br />-Overlay <br />VaVar <br />30 8%� , <br />777 77 77 777 <br />4_� <br />*See Note Variable Depth <br />Below Right Shoulder Backing <br />SHOULDER DETAIL 2 <br />Limits of Clearing and Grubbin< <br />Limits of Clearing and Grubbing <br />AC Earthwork (Misc. <br />erlay <br />ed Surface aries <br />RECORD DRAWING <br />C&MCI&M By <br />E <br />No Changes By _ <br />Date 19� 1�e � 14 <br />Ilton <br />U AnV L)WV TI'` <br />°-' r4ormAfipn Rv <br />SHOULDER SCHEDULE <br />xSee Note Existing <br />Below Right Surface <br />Variable Depth <br />Shoulder Backing <br />SHOULDER DETAIL 4 <br />Const Limits of Clearing and Grubbing <br />A <br />Earthwork <br />Var <br />Existing <br />Surface � <br />Existing *See Note <br />Roadway Below Right <br />Finished Surface `o <br />Var Var o <br />30 81 L 0 Existing <br />Surface <br />0 <br />n Existing *See Note Variable Depth <br />m Roadway Below Right Shoulder Backing <br />SHOULDER DETAIL 3 <br />� COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />,duan AcevecCo 7/13 / d J <br />�t <br />SHOULDER DETAIL 5 <br />C nst <br />A Limits of Clearing and Grubbing <br />NO SCALE <br />AC — <br />Overlay <br />Var_ <br />L <br />Existing *See Note <br />Roadway Below Right <br />SHOULDER DETAIL 6 <br />SHOULDER DETAILS <br />HEC�E DATE <br />ALMONDWOOD DRIVE <br />LEFT <br />RIGHT <br />BEGIN <br />END <br />DETAIL <br />BEGIN <br />END <br />DETAIL <br />00+16 <br />47+65 <br />1 <br />00+16 <br />13+00 <br />5 <br />47+65 <br />52+20 <br />152+00 <br />13+00 <br />26+13 <br />3 <br />52+20 <br />52+60 <br />1 <br />26+29 <br />48+85 <br />1 <br />165+75 <br />179+45 <br />48+85 <br />52+60 <br />5 <br />MANTECA ROAD <br />LEFT <br />RIGHT <br />BEGIN <br />END <br />DETAIL <br />BEGIN <br />END <br />DETAIL <br />100+60 <br />148+50 <br />1 <br />100+60 <br />120+00 <br />148+50 <br />152+00 <br />3 <br />120+00 <br />1 <br />152+00 <br />165+75 <br />2 <br />126+490 <br />rMF2F <br />165+75 <br />179+45 <br />1 <br />��2 <br />13 50 <br />b <br />13A50 <br />1 <br />r35f_ <br />_ x2 <br />c <br />j <br />C <br />1.6d- <br />66+7 <br />1 0 <br />_ <br />F,i 1 <br />W*W <br />`1AtN <br />PERRIN <br />ROAD <br />LEFT-1c:°r'': <br />RIGHT <br />BEGIN END <br />DETAIL <br />BEGIN <br />END <br />DETAIL <br />100+20 152+90: <br />3 <br />100+20 <br />127+55' <br />3 <br />153+$5 , 163+Q4 <br />,6 <br />]27+55" <br />128+054 <br />A4." <br />i63'F-00. ( 206+10 <br />1 <br />U8+051 <br />1-52+90: <br />3 <br />3.53+95� <br />205+50 <br />1 <br />,� *Note: ;17\t1S <br />Grade Existing Shoulder to place la 30"1 <br />' Safety Edge, 1' minimum width. <br />Conform <br />Variable Depth <br />Shoulder Backing <br />121 t S1 <br />1✓1�+40 <br />jyt�=.5 <br />lylre� <br />SOUTH MANTECA STREETS RESURFACING I sheet No. <br />(Almondwood Drive, Manteca Road and Perrin Road) 3 of 12 <br />