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Const. <br /> Limits of Clearing and Grubbing I] <br /> --16' 2' z' TYPICAL SECTION <br /> � 24' Pavement Reinforcing Fabric ..i <br /> (Station 0+22 to 4+14) <br /> o< I _ !' <br /> Limits of Mailbox relocation. <br /> Conform J Var. Var. <br /> /" Conform <br /> --- <br /> Existing Roadway - I -_--_--- -- <br /> -- <br /> 0.25' Asphalt Concrete <br /> Variable Depth Shoulder Backing (Typ.) <br /> Const. <br /> Limits of Clearing and Grubbing TYPICAL SECTION <br /> 2'-4' -4'------16' -�- 16' 4' 2'-4' (Station 4+14 to 45+00) <br /> 24' Pavement Reinforcing Fabric <br /> O <br /> - <br /> 5't"- --- 11 ' 11' 5' Limits of Mailbox relocation. <br /> n Conform 27 <br /> �$� 27 Var. I Var__._� 89_� Conform <br /> o z Existing Roadway I 0.30 A.C. Widening (Type 1) (Typ.) <br /> Val <br /> Ti <br /> w m Variable Depth Shoulder Backing (Typ.) 0.25' Asphalt Concrete <br /> i <br /> Const. <br /> r t� Limits of Clearing and Grubbing 0 TYPICAL SECTION <br /> -0'-4--4' 12' - I - --- 12' 4' --0'-4- 1' (Station 45+00 to 149+55) <br /> t2% <br /> 20' Pavement Reinforcing Fabric Limits of Mailbox relocation. <br /> Var. VarConform ._- 29i 8% Conform <br /> 7^ QAC <br /> z Variable Depth Shoulder Backfin Existing Roadway 0.30 A.C. Widening (Type 2) (Typ.) <br /> P (Typ.) 0.25' Asphalt Concrete <br /> COUNTY OF SAN JOAQU N NO SCALE TYPICAL SECTION DEVRIES ROAD RESURFACING Sheet No. <br /> (Thornton Road to State Highway Route 12) 2 of 10 <br /> DRAWN BY DATE PROJECT <br /> ENGINEER DATE CH KED DATE SUBMITTED DATE APP OMMENDED DATE/ <br /> b. 6. 5abhiaio ,D/s/va �a,Q� u �+� C b�� /e �4 / pf�/19 <br />