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See <br />Shoulder Details <br />Below <br />Const <br />I <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />I <br />11t —I- 11t <br />10' <br />10' <br />Pavement Reinforcing Fabric Pavement Reinforcing Fabric <br />Var <br />E ix sting Roadway + <br />-------- I -------- <br />0.15' Asphalt Concrete <br />Leveling Course <br />Var <br />See <br />Shoulder Details <br />Below <br />0.20' Asphalt Concrete Overlay <br />over Pavement Reinforcing Fabric <br />TYPICAL SECTION <br />BETHANY ROAD Sta 103+25 to Sta 217+60 <br />Correcti� <br />No Char FMMunr�(_ Sa.�ceca___ _ <br />Date��rltl <br />Any Person us;, <br />All information B,: i r ` " Of <br />DCL <br />n Const <br />= v <br />0 <br />Limits of Clearing and Grubbing <br />z SHOULDER DETAIL 1 <br />D <br />M 8't <br />I <br />_W0' - 6' 2' <br />Ci <br />onform <br />o I,8% _ Var <br />r <br />Existing Existing Roadway <br />Ground _ _ �---------- <br />- - — - Variable Depth <br />v, Shoulder Backing <br />v <br />BETHANY ROAD Sta 103+25 to Sta 217+60 (Lt) Sta 103+25 to Sta 110+00 (Rt) <br />M <br />Sta 114+30 to Sto 217+60 (Rt) <br />r <br />oib <br />Mz <br />z <br />0 <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />L. Aguilar 2111 4a12.5-I1t f -a--- 2./11. <br />Const <br />Limits of Clearing and Grubbing <br />i <br />11't 6' <br />Earthwork <br />! (Misc Areas) <br />4' <br />Va r _ 1 8/_ <br />Existing Roadway J <br />f 2 Conform Existing <br />Ground <br />Val <br />0.25' Shoulder Backing <br />(Minimum) <br />BETHANY ROAD Sta 110+00 to Sta 114+30 (Rt) <br />BETHANY ROAD AND HANSEN ROAD RESURFACING S3h a No. <br />