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CONST. CONST, Limits of Clearing and Grubbing, SHOULDER SCHEDULE <br /> Limits of Clearing and Grubbing 1. Earthwork (Mist. Areas) <br /> and Mailbox Relocation I LEFT SHOULDER RIGHT SHOULDER <br /> Conform 12 4' 2' Conform <br /> Station to Station Detall <br /> � � Detail Station to Station <br /> 12' 4' ®3' I 0+75 to 9+00 1 0+75 to 2+00 1 <br /> 9+00 to 11+00 2 2+50 to 6+50 <br /> vor. _ 8� v 2 <br /> Var. _ 8� mac.— 11+00 to 21+00 1 7+50 to 25+00 <br /> _ 1 <br /> /fi/��` 21+50 to 26+50 2 25+50 to 38+00 2 <br /> I ' Variable depth�/,��,7> - - - �%� �\ 27+00 to 113+00 1 39+00 to 66+00 <br /> shoulder backing 0.25' Shoulder Rocking 113+50 to 119+50 2 67+00 to 89+00 2 <br /> 120+00 to 129+00 1 90+00 to 97+00 1 <br /> ® 2' — Sta. 164+40 to Sta. 180+95 (Lt.) DETAIL 2 129+50 to 157+50 2 97+00 to 99+00 2 <br /> 2' — Sta. 265+00 to Stu. 296+00 (Both sides). 158+00 to 165+50 1 100+00 to 103+00 1 <br /> 2' — Sto. 269+00 to Sta. 315+00 (Lt.) CONST. 165+50 to 180+77 3 104+00 to 154+50 2 <br /> v 2' — Sta. 164+40 to Sta. 180+95 (Lt.) Limits of Clearing and Grubbing <br /> o (fir ..,I 180+77 to 255+00 1 'k 156+00 to 185+00 1 <br /> D �k <br /> a ETAIL 1 ❑I 12' i 256+00 to 260+00 z 185+50 to 191+50 2 <br /> a <br /> Var. I 261+00 to 263+00 1 192+00 to 197+00 1 I <br /> Limits of Clearing and Grubbing. <br /> CONST. 263+50 to 265+50 2 197+00 to 199+00 2 <br /> 266+00 to 296+00 1 200+00 to 204+00 1 <br /> 6 �n 2' 2' 13'-15't — — — — — — I 296+00 to 299+50 4 204+00 to 226+00 2 <br /> 0 <br /> 1' A.C. Dike 0.04' A.C. thickness 299+50 to 315+00 1 227+00 to 257+00 1 <br /> 'w A.C. Dike to remain <br /> c (Type C) I 258+00 to 263+00 2 <br /> Var. I❑ BRIDGE RAILING AREAS * Shoulder Detail No. 4 264+00 to 291+00 1 <br /> DoT• .. -. . . . <br /> i • -- �� I 3' Sto. 180+95 to Sta. 181+26 (Lt. & Rt.) Sta. 180+95 to Sta. 292+00 to 296+00 2 <br /> ^� L - - - - - - <br /> I❑ DIKE AREA 181+26 Lt. & Rt. 296+00 to 299+50 4 <br /> v, A.C. ( ) <br /> 0'-4' Sta. 295+90 to Sta. 299+50 (Rt.) 299+50 to 314+00 1 <br /> 1y Sta. 165+50 to Sta. 180+77 (Lt.) 0'-5' Sta. 295+90 to Sta. 299+50 (Lt.) 314+00 to 315+00 2 <br /> DETAIL 3 DETAIL 4 Stations omitted are transiton <br /> 41� <br /> 0 <br /> areas between shoulder details. <br /> ENote: Exist. A.C. Dike will be covered <br /> ^� by A.C. Overlay. <br /> m SHQULDER DETAILS <br /> 0 <br /> COUN'T'Y OF SAN JOAQUIN No SCALE SHOULDER DEVILS LONE TREE ROAD RESURFACING Sheet No. <br /> (Jeal Tone hood to Sexton 3 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHEC ED DATE SUBMITTED DATE APPROVAL OYMENDED TE <br /> rte, r Lffza6/gg 6/111/„ 99 �117K ��,y <br />