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N <br />v <br />m <br />X <br />m <br />z <br />0 <br />i <br />Const <br />I <br />Limits of Clearing and Grubbing <br />16' (Typ)* -T- 16' (Typ)* <br />See I See <br />Shoulder DetailsShoulder Details <br />Below 1 Variable Width Pavement Reinforcing Fabric 1 Below <br />Var I Var <br />Existing Roadway <br />- <br />- 0.17' Asphalt Concrete Overlay <br />TYPICAL SECTION <br />Const All Roads C rt <br />Limits of Clearing and Grubbing * * 10' Cabe Road Limits of Clearing and Grubbing <br />16.5 Vernalis Road <br />Fog Seal Existin^ i <br />Asphalt Concrete 4 Var—I - ^� Var 4't <br />Dike I <br />�i9- Var _ Var I I Var <br />8% !/ Conform <br />— Existin Roadwa Existing <br />g y Existin Roadway <br />_-- 9 _ y Ground <br />Variable Depth — Variable �epth <br />Asphalt Concrete Shoulder Backing **Extend to 6' Max as <br />SHOULDER DETAIL 1 SHOULDER DETAIL 2 Necessary on Vernalis Road <br />SHOULDER DETAIL SCHEDULE <br />Location Shoulder <br />Detail <br />Cabe Road <br />SHOULDER DETAIL SCHEDULE <br />Location <br />Sta <br />Sta 10+02 to <br />Sta <br />38+00 <br />2 <br />Sta 38+00 to <br />Sta <br />38+49 <br />1 <br />Hillview Court <br />Sta <br />41+72 <br />Sta <br />Sta 9+60 to <br />Sta <br />12+59 <br />1 <br />Hillview Street <br />(Lt) 1 <br />Sta <br />10+00 <br />Sta 10+44 to <br />Sta <br />25+06 <br />1 <br />Leeward Court <br />Chrisman <br />Road <br />Sta <br />Sta 10+16 to <br />Sta <br />13+61 <br />1 <br />Leeward Way <br />(Lt) <br />1 <br />Sta <br />Sta 10+15 to <br />Sta <br />25+11 <br />1 <br />Walnut Court <br />17+41 to Sta <br />23+50 <br />t <br />Sta 9+78 to <br />Sta <br />10+44 <br />1 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER I DATE <br />Z9*t, &"&.., 6/6/12 -, Zir• 44&4« 1 G/6/ <br />NO SCALE <br />CHECKED <br />DATE <br />SHOULDER DETAIL SCHEDULE <br />Location Shoulder <br />Detail <br />Sta <br />SHOULDER DETAIL SCHEDULE <br />Location <br />Sta <br />25+66 <br />Shoulder <br />Vernalis Road <br />Detail <br />Bernard Drive <br />to <br />Sta <br />41+72 <br />Sta <br />9+71 to Sta <br />24+94 <br />to <br />1 <br />Brichetto Court <br />(Lt) 1 <br />Sta <br />10+00 <br />Sta <br />9+54 to Sta <br />15+46 <br />(Rt) 2 <br />1 <br />Chrisman <br />Road <br />Sta <br />15+30 <br />(Rt) 1 <br />Sta <br />9+02 to Sta <br />10+79 <br />(Lt) <br />1 <br />Sta <br />10+79 to Sta <br />17+41�LL <br />t) <br />2 <br />Sta <br />17+41 to Sta <br />23+50 <br />t <br />1 <br />Sta <br />9+02 to Sta <br />10+31 <br />(Rt) <br />1 <br />Sta <br />10+31 to Sta <br />17+17 <br />Rt <br />2 <br />Sta <br />17+17 to Sta <br />23+50 <br />Rt <br />1 <br />Stearman <br />Court <br />to <br />Sta <br />45+17 <br />Sta <br />9+53 to Sta <br />16+82 <br />1 <br />NO SCALE <br />CHECKED <br />DATE <br />SHOULDER DETAIL SCHEDULE <br />Location Shoulder <br />Detail <br />Sta <br />10+16 <br />to <br />Sta <br />25+66 <br />1 <br />Vernalis Road <br />Sta <br />10+00 <br />to <br />Sta <br />41+72 <br />(Lt) 2 <br />Sta <br />41+72 <br />to <br />Sta <br />45+17 <br />(Lt) 1 <br />Sta <br />10+00 <br />to <br />Sta <br />13+24 <br />(Rt) 2 <br />Sta <br />13+24 <br />to <br />Sta <br />15+30 <br />(Rt) 1 <br />Sta <br />15+30 <br />to <br />Sta <br />32+10 <br />Rt 2 <br />Sta <br />32+10 <br />to <br />Sta <br />34+08 <br />Rt 1 <br />Sta <br />34+08 <br />to <br />Sta <br />39+60 <br />Rt 2 <br />Sta <br />39+60 <br />to <br />Sta <br />42+50 <br />Rt 1 <br />Sta <br />42+50 <br />to <br />Sta <br />44+13 <br />Rt 2 <br />Sta <br />44+13 <br />to <br />Sta <br />45+17 <br />�Rt 1 <br />TYPICAL SECTION IROAD DISTRICT 5 RESURFACING 2012 I She <br />Set N9 <br />