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N <br /> -- - 0.21' A.C. Overlay ---- - 50'� w <br /> IJ <br /> OD <br /> In <br /> � — A.C. Trans. I <br /> 0 <br /> n 3 <br /> r ■ <br /> a a `C Const. 25' Imo. <br /> Conform 0.08 20'1 W w <br /> 15'■ See Sheet 10, Detail 2 P ! P o �II <br /> / -- Exist. S.D.I. to <br /> a <br /> 35 f,( 4' remain in place. <br /> q' New E.P. (TYP )� 0.00 + + <br /> N N <br /> m o SSMII� 1 rn <br /> m w 20 21 22 23 N <br /> - R&D Exist. ppipe E.P. z <br /> m a Place 30 L F.x12 Dia. Alt Pipe D <br /> T ' FL Elev. = 6.75 <br /> d Const. 24' Dwy. Type "D". m <br /> IF(:FNn ` Grade Exist. ditch to drain. See Sheet 10, Detail 3 <br /> ® Variable Depth Asphalt Concrete Overlay. Note: <br /> ® Roadway Widening. Ditch grade will begin at inlet pipe <br /> at Sta. 23+36 20' (Rt.) and will end at <br /> 0.00 Depth of Asphalt Concrete Pavement Planing Sta. 18+00 18' (Rt.) <br /> ■ Limits of Planing.Concrete Pavement Asphalt Approx. ditch grade: <br /> p g. END OF PROJECT <br /> Sta. 18+00 to Sta. 21+59 (Rt.), S=-0.28% <br /> In R Conform to Existing Radii. Sta. 21+59 to Sta. 23+36 (Rt.), S=-0.25% C(� [�('� L <br /> Existing Manhole to be adjusted to grade. eV4 l oj c <br /> f na Existing Water Valve to be adjusted by others. -orrections By <br /> M Changps By <br /> Existing SDI to remain in place. ate <br /> Grade Gutter to drain as indicated. "4 person Usfng This 9raWir9 ShCUId Verify <br /> i , n nr <br /> p Designed Ditch Grade A f ma+inr a, rcn.. ' c- ` .'fVvork <br /> No- <br /> COUNTY OF SAN JOA UIN NO SCALE PLAN HARDING WAY IMPROVEMENTS sheet 12 <br /> Q (Filbert Street to Report Avenue) 7 of 12 <br /> DRAWN BY DATE 1 PROJECT ENGINEER DATE CHECKED DATE SUBMRTED DAZEAPPROVAL RECOMMENDED DATE <br />