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-Const. <br /> 'Limits of Clearing and Grubbing — <br /> 4' 12' - T� 12' 4• <br /> 24' Pavement Reinforcing Fabric <br /> I <br /> Conform _V _ <br /> Var. Var. Conform <br /> of <br /> V. <br /> Shoulder Backing <br /> (Typ.) 0.17' Asphalt Concrete <br /> Existing Roadway Overlay <br /> Limits of mailbox TYPICAL SECTION <br /> relocation <br /> Sta. 5+30 to Sta. 30+30 <br /> + <br /> n <br /> U O <br /> 50' " <br /> 0Trans. �— 0.17' A.C. —ti Trans.5 + <br /> e25o N V N • oX5' <br /> 9 � o o Const. NE <br /> C3 o <br /> o N <br /> - --. <br /> LEGEND <br /> E.PaE P <br /> D R <br /> a t—+---H -H o ® Variable <br /> D <br /> epth As <br /> phalt <br /> 6 Concrete 1 1 — <br /> o 0 Limits of Asphalt Concrete <br /> Pavement Planing <br /> M P. <br /> a z c EP. ' 0.0 Depth of Asphalt Concrete <br /> a x IJ Pavement Planing <br /> M o <br /> a E <br /> Q J <br /> `1 A <br /> BEGINNING OF PROJECT END OF PROJECT <br /> A <br /> COUNTY OF SAN JOAQUIN TYPICAL SECTION <br /> N❑ SCALE LUCILE AVENUE RESURFACING Sheet No. <br /> AND PLAN Don Avenue to Thornton Road 2 of 3 <br /> Drawn H Date Project Engineer Date Checked Date I submitted Date ADMI0,91 #ecommended Date <br /> '190 /�90 �LO�d es�f. 9p <br />