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CL CONST. CL CONST. SHOULDER SCHEDULE <br /> Station to Station Left Station to Station Right <br /> Limits of Clearing 307+50 to 320+00 _ 2 307+_50 to 311+00 2 <br /> Limits of Clearing and Grubbing and Grubbing. 320+24 to 320+54 3 311+00 to 317+00 1 <br /> and Mailbox Relocation --- 321+00 to 360+00 2 _317+OCto 319+79 4 <br /> Variable <br /> Width 12' 360+60to 370+00 1 __ 320+24 to 320+54 3 <br /> 12' 4' __ 4' Conform 370+00 to 402_+00 2 _ 321+00 to 391+00 2 _ <br /> 402+49 to 402+82 3 391+00 to 394+00 1 <br /> T 403+00 to 413+50 2 394+00 to 402+00 2 <br /> ~ 402+65 to 402+95 3 <br /> arm <br /> V�� <_ n• _ 403+00 to 4_13+50 2 <br /> o � Variable depth - Existing Bridge - -. - <br /> shoulder backing DETAIL 3 Stations omitted are <br /> P DETAIL _ transition areas between <br /> z <br /> NOTE: Detail 3 applies to surfacing at minor structures shoulder types. <br /> j Width = 4.5't at MS-W243 <br /> n <br /> 8' at MS-W245 <br /> o (No shoulder backing work behind guard rail) <br /> o � <br /> CL CONST. CONST. <br /> s ; <br /> `^ Limits of Clearing and Grubbing Earthwork <br /> and Mailbox Relocation (Misc. Areas) <br /> a12. 8' 4. 4. <br /> o u� 12• 4 _g' <br /> - " Conform <br /> Vor. gy Conform <br /> Var. - Var. <br /> �� Vo <br /> r <br /> 1 iii i i ilT' ��� � , <br /> n Variable Depth <br /> w A Shoulder Backing Ditch F.L. Grade <br /> 0.25' Shoulder Backing J Refer to Sheet 5 <br /> Ito m <br /> DETAIL 2 DETAIL 4 <br /> COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS LIBERTY ROAD RESURFACING sheet No. <br /> (Bruella Road to Elliott Road) 3 of 13 <br /> DRAWN BY I DATE PROJECT ENGINEER I DATE LHECYZD DATE SUBMITTED DATE APP OV MMENDEDTE <br /> Vei oo of qhs i� '/:s/e i Z4 of <br />