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i <br />Const. <br />• Limits of Clearing <br />and Grubbing <br />1 <br />12' 4' 6' <br />1 Con form <br />a <br />V _� far. <br />• :,'--� <br />— 0.25 A. C. 0.08 A. C. <br />Shoulder Hacking <br />(TYP•) <br />Const. <br />SHOULDER DETAIL <br />Sta. 54+00 to Sta. 94+75 (Lt.) <br />Sta. 54+00 to Sta. 81+48 (Rt.) <br />Limits of Clearin <br />and Grubbing, and <br />*Earthwork (Misc. Areas) <br />I <br />12' .#4* 4' - <br />1 <br />89,—� Conform <br />Imported Borrow <br />q <br />COf— Limits of Clearin <br />and Grubbing <br />Note <br />{ <br />0.25 A.C. t�4� <br />Existing C. & G. to <br />remain in place <br />SHOULDER DETAIL <br />Sta. 81+48 to Sta. 94+75 (Rt.) <br />Refer to Sheet 2 for <br />PLANING DETAIL. <br />q <br />)n st. <br />Limit of Clearing <br />and Grubbing <br />(`r,nfr.rm <br />0.08' A.C. <br />remain in place <br />Const. <br />r� <br />V. /- 1-J r%. V. <br />Shoulder Backing <br />(TYP•) <br />SHOULDER DETAIL <br />Sta. 94+75 to Sta. 101+50 (Lt. & Rt.) <br />Sta. 108+75 to Sta. 155+00t (Lt. & Rt.) <br />• Limits of Mailbox Relocation <br />■ Limits of Asphalt Concrete Pavement <br />Planing <br />A 6' - Sta. 94+75 to Sta. 101+50 <br />8' - Sta. 108+75 to Sta. 155+00t <br />�k Earthwork (Misc. Areas) - See <br />General Note No. 6. <br />Graveled Shoulder - See <br />General Note No. 7. <br />SHOULDER DETAIL SHOULDER DETAIL <br />Sta. 102+12 to Sta. 105+00 (Lt. & Rt.) Sto. 155+00t to Sta. 159+00 (Lt. & Rt.) <br />COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS DAMS ROAD RESURFACING Sheet No, <br />Bear Creek to U.P.R.R. 1 3 of 6 <br />Drown By Date Project Enginee- Date Checked <br />l3 01+r I -I2a/5i7pj�a <br />Date I Submitted <br />0 <br />Date I �%Aporova Recommended <br />/Z/3/90 ev IV, - <br />Date I <br />