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N 24" Dia. R.C.P. (Class III) <br /> Grout smooth all edge <br /> of pipe opening <br /> 50' A <br /> Trans. #5 Rebars (Typ.) <br /> I I I <br /> Const. ■25' I I <br /> I <br /> E.P. o o I I I I <br /> i <br /> p O -- <br /> • <br /> 1 1 I I <br /> 8 9 -H I I Li <br /> Existing Storm <br /> (TYp ) Sewer Pipe <br /> E.P. + �, <br /> 0 <br /> Q3 <br /> END OVERLAY <br /> C PLAN VIEW <br /> Grout to Foundation <br /> 24"Dia. <br /> Class B Concrete <br /> 3. D <br /> ................... <br /> ..... ....... <br /> THIRTEENTH STREETo . <br /> Existing Storm <br /> m Sewer Pipe <br /> 8" min. .::. <br /> LEGEND (Both Sides <br /> and Bottom) y : .; <br /> Variable Depth Asphalt *: <br /> Concrete. <br /> ........... . ..:...... <br /> D :::::::::.... ....::�::::::::::::::.<: <br /> R Conform to existing <br /> .............::. :::. ::::. ::::::..:::::.: . :::::......... <br /> ................................ <br /> radii <br /> 0.00' Depth of Asphalt Concrete SECTION A—A <br /> e Pavement Planing <br /> �q 24" STORM DRAIN INLET <br /> ■ Limits of Asphalt Concrete <br /> •V A Pavement Planing Sta. 4+05-15' Lt. <br /> COUNTY OF SAN JOA UIN NO SCALE PLAN AND MORRISON GARDEN RESURFACING S8eof 11 <br /> R CONSTRUCTION DETAILS <br /> Drawn By Date Project Engineer Date I Checked Date I Date 1 Recommended Date <br /> 8. IA192 �.� i/93 `/9.3 flbrapiL �ilitu i�d F¢ '�O/tof <br />