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82329 <br /> Conform @ E. P. See Note Se/ow <br /> so <br /> conpormi Conform i /.251A5pho/t Concrete <br /> Exi5finq WidthNote : Width, length and locotion to be <br /> R= Conforrrl to existing Rod;; <br /> /2' Minimum determined by the Engineer. <br /> TYPE D TYPE E <br /> PAVEMENT REPAIR DETAILS <br /> 0.25'Aspho/t Concrete over shaped Voriob/e Depfh Asphoft Concrete <br /> 0/70' ComPoCted votive moteriol over existing poved drivewoy, <br /> TYPICAL OR/ VEWA )'S <br /> L EGEND <br /> Vorioble Depth <br /> p A.C. Overby <br /> ® 0.35'A.C. over Povement <br /> I . Reinforcing Aobric with <br /> I h Vor. Depth A.C. Shoulders. <br /> Existing A.C. Dike / U h R = Conform to existing Radii <br /> to remain in plots. Conform <br /> N <br /> n p <br /> m CA?risman ROod <br /> /55 /S6 <br /> m <br /> 0 <br /> z <br /> m INTERSEMON DETA/LS <br /> m <br /> z <br /> o COUNTY 0 F SAN J OAQ U I N NO SCALE CONSTRUCT/ON DETAILS CHR/SMAN ROAD 3e of 4 <br /> Schulte Rd. to Eleventh $t. — — <br /> Drawn By Date Project Engineer Date Checked B Date A roval Recommended By Date Deputy Direc or Date <br />