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i <br /> EMSSM. � <br /> h <br /> Const. No. 21258 <br /> * EV. 9-3"7 <br /> • Limits of Clearing land Grubbing <br /> 9lF Civil. <br /> 8' 4' 12'— 12 4' 8' CALIED <br /> 24' Pavement R inforcing Fabric <br /> 0.15' A.C. <br /> Conform VAR- _ VOf' Var. (TYP) Conform <br /> 22 J-va' <br /> 0.25' Asphalt Concrete Overlay <br /> Existi I Roadway <br /> Shoulder Backing <br /> (Typ) - See Pavement <br /> Obliteration Detail below. <br /> TYPICAL SECTION <br /> Sta. 62+00 to Sta. 172+55 <br /> • Limits of mailbox relocation. <br /> * 0.25` Asphalt Concrete edge <br /> Const. thickness on the high side <br /> Table 1 of superelevation areas. <br /> Sta. 62+80t to Sta. 78+65t.Lt. <br /> See General Note No. 1 . <br /> Sta. 81+85± to Sta. 83+75±.Lt. VAR 16' <br /> aD Sta. 86+40f to Sta. 87+20±.Lt. 1'-3' <br /> v a Sto. 100+30f to Sta. 104+25 Lt. Line cut existing 12' 12' <br /> Sta. 109+70f to Sta. 110+40 LT. Asphalt Concrete l a a 101 YEAQCW <br /> R -AMO <br /> 2003 <br /> Sta. 113+25t to Sta. 115+25 Lt. ui i,i <br /> Sta. 116+40f to Sta. 118+25 Lt. Existing surface v A.D.T. = 2800 T = 2% <br /> Sta. 119+80f to Sta. 127+85 Lt. o D.H.V. = 300 V = 60 <br /> Sta. 131+30f to Sta. 132+30 Lt. — — 3 v <br /> .� D. = 50% <br /> Sta. 133+95t to Sta. 137+05 LT. co <br /> N m Sta. 139+10± to Sta. 141 +50 Lt. <br /> Z <br /> D Sta. 142+30t to Sta. 146+00 Lt. <br /> XSta. 151+85± to Sta. 153+50 Lt. GENERAL NOTES <br /> Sta. 154+15t to Sta. 157+70 Lt. Obliterate existing ram <br /> paved <br /> Sta. 168+55f to Sta. 172+05 Lt. P P 1. Where superelevations exist on <br /> Sta. 170+20f to Sta. 172+15 Rt. and incorporate into shoulder horizontal curves, the new surface <br /> backing material. See Table 1 TYPICAL TRAFFIC slope and drainage shall conform <br /> tj <br /> for locations. to existing. <br /> LANE LAYOUT <br /> A PAVEMENT OBLITERATION DETAIL <br /> No Scale <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION COPPEROPOLIS ROAD RESURFACING Sheet No. <br /> Alpine Road to Jack Tone Road 2 of 5 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date07 ApCrov ecammended Dnte <br /> nn ii-s-s3 �je1 � ///93 "/ss sr/er. <br />