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Const. Limits of Clearing and Grubbing Const. Limits of Clearing and Grubbing <br /> and Mailbox Relocation and Mailbox Relocation <br /> 10'-11'tVar. 10'-11't Vo r. <br /> I E E <br /> 0.20' Asphalt ° I 0.20' Asphalt ° <br /> Concrete Overlay Co Concrete Overlay � <br /> C <br /> 8 <br /> 0 <br /> % — <br /> 21 <br /> --- ------- -- <br /> Via r. Depth I --- ——————————_; Var. Depth <br /> Shoulder Backing � Shoulder Backing <br /> Existing Roadway Existing Roadway SHOULDER SCHEDULE <br /> SHOULDER DETAIL 1 SHOULDER DETAIL 3 COWER ROAD <br /> LEFT RIGHT <br /> ti <br /> 1❑ 4' shoulder except 2' at the following locations: Station to Station Detail Station to Station Detoil <br /> Mackville Road 8+50 to 12+28 1 8+50 to 12+28 1 <br /> w <br /> Sto. 46+53 to 48+15 LT <br /> y Do Sto. 48+75 to 49+25 LT <br /> Sta. 46+53 to 49+00 RT <br /> CD M MACKVILLE RCIL <br /> OAD <br /> LEFT RIGHT <br /> Station to Station Detail Station to Station Detail <br /> Const. Limits of Clearing and Grubbing 5+96 to 11+45 1 7+11 to 11+50 1 <br /> and Mailbox Relocation <br /> 11+45 to 14+99 2 11+50 to 15+01 2 <br /> 10.5't 4' 14+99 to 19+44 1 15+01 to 19+44 1 <br /> 19+44 to 22+71 2 19+44 to 22+71 2 <br /> o Exist. A.C. Dike to <br /> 0.20' Asphalt `` remain In place 22+71 to 54+50 1 22+71 to 53+50 1 <br /> Concrete Overlay Y <br /> r 54+50 to 57+00 2 53+50 to 57+03 2 <br /> 57+00 to 60+01 1 57+03 to 59+99 1 <br /> 60+01 to 67+48 2 59+99 to 66+54 2 <br /> o i <br /> D -- 67+48 to 72+52 1 66+54 to 67+82 1 <br /> Existing Roadway 72+52 to 76+02 2 67+82 to 72+59 3 <br /> 76+02 to 89+15 1 1 72+59 to 89+15 1 <br /> SHOULDER DETAIL 2 <br /> M <br /> M <br /> COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS MACKVI(CO ROAD RESURFACING PROJECT Sheet No. <br /> (COLLIER ROAD TO LIBERTY ROAD) 3 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROV L -RECOMMENDED DATE <br /> G. rang 4/19/0 <br />