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Const. • <br /> Limits of Clearing and Grubbing Vor SHOULDER SCHEDULE <br /> 1.5'-2' <br /> 12 *6' �. <br /> Existing A.G. Station to Station Lt. Rt. <br /> •2' <br /> Existing P.C.C. 209+00 286+25t 1 1 <br /> Conform <br /> remain in place. <br /> _ 288+57t 290+45t 2 3 <br /> fence boseto 286+25t 288+57t 2 1 <br /> 290+45f 292+35t ♦ 3 <br /> 292+35t 293+13t 1 3 <br /> 293+13t 315+70 1 1 <br /> Existing Surface L-------� 315+70 317+60 1 5 <br /> 7Conform 317+60 318+30 4 5 <br /> 0.08' 319+35 320+00 6 6 <br /> 320+00 321+50 6 5 <br /> 321 +50 322+25 5 5 <br /> * Note: Paved frontage shall be variable depth Asphalt Concrete. <br /> SHOULDER DETAIL 3 LEGEND: <br /> (PLANING DETAIL) • Limits of mailbox relocation <br /> Limits of Asphalt Concrete <br /> Pavement Planing <br /> Paved Frontage (Driveway Type E) <br /> Const. Const. Const. <br /> •Limits of Clearing • Limits of Clearing and Grubbing, I <br /> and Grubbing and Earthwork (Roadway Widening) Limits of Clearing and Grubbing, <br /> i 12 � I and Earthwork (Roadway Widening) ( <br /> o i 12' 0'- 4' <br /> a �2' 10 •-1 12' <br /> w Conform <br /> Conform EHiti1 <br /> s ( Conform <br /> k I <br /> � - OO Vo-` S% <br /> e <br /> zz <br /> M — <br /> ---I r---- _ 1 <br /> M Existing A.C. Conform (Planing) Shoulder Backing Shoulder Backing --- <br /> Valley Gutter 0.75' A.C. Widening (Refer to General Note <br /> to remain in Grading Plane (Refer to General Note <br /> No. 3 on Sheet 2). No. 3 on Sheet 2). 0.75 A.C. Widening <br /> plane. SHOULDER DETAIL 4 <br /> SHOULDER DETAIL 5 SHOULDER DETAIL 6 <br /> M <br /> (PLANING DETAIL) <br /> z COUNTY OF SAN JOAQUIN No SCALE SHOULDER DETAILS LONE TREE ROAD RESURFACING Sheet <br /> of $o. <br /> Sexton Road to Escalon-Bellotti Road <br /> Drawn By Date Project Engineer Date Checked Date Subrdtted Date r v econnended Date <br />