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Const. Const. <br /> F-11 a <br /> Limits of Clearing Limits of Clearing <br /> and Grubbing and Grubbing <br /> 4'® 4' 10'-12L,---d 0'-122' 4' <br /> Conform © _Var. Var. gq_ Conform <br /> Sq_ <br /> \j of-. VO�� <br /> Var. depth A.C. overlay Var. depth A.C. overlay, <br /> Var. depth Shoulder Backing Var. depth Shoulder Backing <br /> R <br /> DETAIL 1 DETAIL 2 <br /> SHOULDER DETAIL 11❑ Limits of Mailbox Relocation SHOULDER DETAIL 2 <br /> Sta. 319+20± to Sta. 384+50± Lt. ® Var. Slope—Conform ® 4' from E.P. Sto. 384+50± to Sta. 408+50± Lt. <br /> A �_ Sta. 319+20± to Sta. 320+00± Lt. <br /> o Sta. 319+20± to Sta. 381+50± Rt. Sta. 381 +50± to Sta. 408+50± Rt. <br /> Sta. 408+50± to Sta. 414+50± Lt. Sta. 319+20± to Sta. 324+00± Rt. Sta. 414+50± to Sta. 424+50± Lt. <br /> Sta. 408+50± to Sta. 415+50± Rt. ® 0' — Sta. 319+20± to Sta. 320+00± Lt. Sta. 415+50± to Sta. 424+50± Rt. <br /> Sto. 424+50± to Stu. 530+24± Lt. 0' — Sta. 319+20± to Sta. 324+00± Rt. Sta. 478+50± to Sta. 484+50± Rt. <br /> 0 Sta. 424+50± to Sto. 478+50± Rt. Sta. 491 +50± to Sta. 495+50± Rt. <br /> Ln Sto. 484+50± to Sta. 491+50± Rt. Sta. 504+50± to Sta. 508+50± Rt. <br /> rn Sta. 495+50± to Sto. 504+50± Rt. Note: <br /> Sta. 508+50± to Sta. 530+24± Rt. Refer to Cross Sections <br /> for minor deviations. <br /> 0. <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN No SCALE SHOULDER DETAILS LONE TREE ROAD RESURFACING1 Sheet No. <br /> (Escolon—Bellotti Road to Victory Rood)j 3 of 7 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APP W COMMENDED DATE <br /> Capehart/Trevillo 10/97 AZw"/4e&/• 1zjqJ / r <br />