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Const. SHOULDER SCHEDULE <br /> Limits of Clearing and Grubbing, <br /> Earthwork (Misc. Areas) LEFT RIGHT <br /> Earthwork Const. and Mailbox Relocation <br /> Limits of rthwork (Misc. Areas)Clearing and Grubbing, Station to Station Detail Station to Station Detail <br /> i , <br /> and Mailbox Relocation 17 1 n 0+22 to 13+50 2 0+22 to 1+50 1 <br /> 16' 4' 16' 13+50 to 14+50 1 1+50 to 12+50 2 <br /> I 14+50 to 22+50 2 12+50 to 14+50 1 <br /> A.C. Dike <br /> (Type C) 22+50 to 23+50 1 14+50 to 23+50 2 <br /> i Finished Surface Conform i Finished Surface 23+50 to 26+80 4 23+50 to 25+50 1 <br /> I 72%. — 26+80 to 34+30 3 25+50 to 26+80 2 <br /> Var. 2%—� 89;� Conform 34+30 to 39+50 2 26+80 to 34+30 3 <br /> 39+50 to 40+50 1 34+30 to 37+50 2 <br /> Var. Depth _ _ 40+50 to 42+50 2 37+50 to 46+50 1 <br /> 0.30' A.C. Shoulder Backing 0.30 A.C. 0.25 Shoulder <br /> Widening Widening Backing 42+50 to 52+80 1 46+50 to 49+50 2 <br /> Earthwork Embankment <br /> (Misc. Areas) 49+50 to 51+50 1 <br /> Earthwork 51+50 to 52+80 2 <br /> a (Misc. Areas) <br /> DETAI L 1 <br /> N DETAI L 3 <br /> rt <br /> D Const. Limits of Clearing and Grubbing, Const. Limits of Clearing and Grubbing, <br /> Earthwork (Misc. Areas) Earthwork (Misc. Areas) <br /> 3. :n and Mailbox Relocation and Mailbox Relocation <br /> ,o m <br /> I <br /> S K ' 16' 2' 2' ' 16' 4' 2'-4' <br /> M Min. Conform <br /> � r! <br /> Finished Surface Finished Surface <br /> I 2% — 87 ( 29� — Var• <br /> o _ <br /> 2 Conform �- <br /> 0.30' A.C. 0.25' Shoulder — — 0.30' A.C. Widening <br /> Widening Backing Earthwork <br /> Embankment (Misc. Areas) <br /> Earthwork <br /> (Misc. Areas) DETAIL 4 <br /> A <br /> r- DETAIL 2 <br /> M <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SHOULDER DETAILS ARMSTRONG ROAD IMPROVEMENTS Sheet No. <br /> (DeVries Road to Davis Road) 4 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL RECOMMENDED DATE <br /> 07=Ml (5Z �06 o �j�y cZT� <br />