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Const. Const. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> and Mailbox Relocation and Mailbox Relocotion <br /> F___V10' 4' I 10' 2' 2' <br /> (Min.) <br /> Finished Surface Conform <br /> r---"v <br /> I <br /> 2%—� or.�� Finished Surface <br /> 29:-- 89 <br /> c / <br /> o�J / <br /> Var. Depth <br /> Existing Roadway <br /> Shoulder Rocking <br /> Existing Roadway Imported Borrow <br /> DETAIL 1 0.25' Shoulder CARPENTER ROAD <br /> i <br /> Backing SHOULDER SCHEDULE <br /> v <br /> DETAIL 3 LEFT RIGHT <br /> o Const. <br /> Station to Station Detail Station to Station Detail <br /> O <br /> i Limits of Clearing and Grubbing 63+00 to 64+20 2 63+00 to 64+20 2 <br /> 0 and Mailbox Relocation <br /> 64+20 to 69+80 4 64+20 to 69+80 4 <br /> 1 <br /> 1012' 4' Const. 69+80 to 71+50 3 69+80 to 71+50 3 <br /> M 11' 2' 71 +50 to 73+50 2 71 +50 to 73+50 2 <br /> T a orhwork 73+50 to 78+50 3 73+50 to 92+50 3 <br /> to Finished Surface (Misc . 78+50 to 80+50 2 92+50 to 95+50 2 <br /> Areas) <br /> 0 o Place A.C. Dike E 80+50 to 100+28 1 95+50 to 96+50 3 <br /> 03 1Finished Surface o c 96+50 to 100+28 2 <br /> 2� 8% �' 1 2� _ Vo`` US <br /> D - Val\ <br /> a -� <br /> I-1 HEM, <br /> 11= <br /> Vor. Depth R & D Exist. Compact exist. native and <br /> Existing Roadway Shoulder Backing A.C. Dike Place Imported Borrow to <br /> sA 90% Compaction (1.0' deep) <br /> Existing Roadway <br /> DETAIL 2 <br /> A DETAIL 4 <br /> rnZ <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS CARPENTER ROAD AND THREE OAKS ROAD RESURFACING Sheet No. <br /> (Carpenter Rd : Mariposa Rd to East End; Three Oaks Rd: Carpenter Rd to South End) 3 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br /> `rG1y1C8i1t 2�l ap,0 ,&W � /e Lj leW. <br /> • ,� /v <br />