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5'— <br /> �_2-1/2' TYP. 6 <br /> TOP OF CURB -L <br /> FLOWLINE aQQ��p <br /> OF GUTTER EXPANSION 2'_0 <br /> EXPANSION a Q a D p JOINT <br /> JOINT <br /> 4 <br /> PLAN LIP OF GUTTER <br /> CURB & GUTTER INSTALLATION <br /> PAVING OR 1 <br /> CONCRETE COLLAR <br /> D C <br /> D • <br /> D <br /> D ' 2'-0" MIN. <br /> 5' MAX. <br /> 12" DIA. <br /> MIN. S=0 01 FT/F' MIN. <br /> 6" <br /> D <br /> 12" f D <br /> D p <br /> C <br /> r <br /> 3" <br /> CLASS "B" <br /> CONCRETE TYPICAL SECTION <br /> NOTES <br /> Fl_j GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW—M7. <br /> 20. 18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON—REINFORCED <br /> CONCRETE PIPE AS A MINIMUM. <br /> 3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. <br /> CATCH BASIN ASSY TO BE SET 1-1/2" BELOW FLOWLINE OF GUTTER. <br /> REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br /> COUNTY OF SAN JOAQUIN <br /> SAN JOA IN COUNTY DATE <br /> 18" STORM DRAIN DIRECTOR OF PUBUC WORKS JUNE 1997 <br /> INLET CATCHBASIN IMPROVEMENT CW—D14 <br /> STANDARD NO. <br />