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Con s t. <br /> I <br /> Limifs op C/eoring and Grubbing <br /> 6' /2' /2' G' <br /> I <br /> COnform--_` Var, — Vac Van Von �Canform <br /> _,..n: <br /> L - - - - - - - - - --- - - --� <br /> Von Depth Shoulder 0.2IAspho/t Concrete Over/ay <br /> Bockin9 (Typ) l- -- - <br /> Existing Roodwo5 <br /> TYPICAL SECTION <br /> STA. /4 f 00 to STA. 3/ 125 <br /> STA. 45450 to STA . 97-100 <br /> Conform p E. P <br /> Existing Surfoce�-� See Note +� - �_ <br /> - _ - - - - - _ _ _______ fXsfing VYioth —Conform Conform <br /> /2'Minimum <br /> - - - - - - - - - - - - - - --- -- -- -- - - - <br /> m Note: Width, length and 0. 0 Asphalt Concrete TYPE - D TYPE - E <br /> locat/ons to be determined <br /> i by the Engineer. <br /> m 0.30 Aspho/t Concrete over shoped Variah/e depth Asphclt Concrete <br /> 0170' composted native materia(. over existing poyed driveWoy. <br /> L EGEND <br /> PAVEMENT RfPAhq DETAIL *`A - Conformtofxisting Radii TYPICAL DRIVEWAYS <br /> tE <br /> M <br /> a <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL sfcT f7 CORRAL HOLLOW ROAD Sheet No. <br /> CONJTRUCTION DfT�I/LS Z -580 to Litme Rood 3 Df 6 <br /> Drawn By Dot* I Project Engineer Data Checked Dote Submitted Data I Apprgyj Recommended Date <br /> �P,� a/se �ulc� j/iB � /eB 911rv/ n'ivip '1'��1a .fes <br />