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iE J" <br /> 5' <br /> I_2-1/2' TYP.- <br /> TOP OF CURB 6 1 <br /> FLOWLINE <br /> OF GUTTER <br /> EXPANSION <br /> � EXPANSION 2'-0" <br /> JOINT pQOpv JOINT <br /> 4 <br /> PLAN LIP OF GUTTER <br /> CURB & GUTTER INSTALLATION <br /> 9� <br /> PAVING OR 1 <br /> CONCRETE COLLAR <br /> D D <br /> _ D Q <br /> O V <br /> Y6E': <br /> D 'dDI <br /> 2'-0" MIN, <br /> 5' MAX. <br /> 0 <br /> f <br /> D <br /> r'. <br /> D 12" DIA. <br /> MIN. 5-0.01 <br /> 6„ FTIFT MIN. <br /> 12" I D <br /> s, <br /> D D — <br /> Ax a d a <br /> ` CLASS "B" 3„ <br /> CONCRETE TYPICAL SECTION <br /> NOTES <br /> 1� GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW-M7. <br /> 18" PIPE BARREL SHALL BE CLASS 111 R.C.P., OR CLASS 2 NON—REINF <br /> CONCRETE PIPE AS A MINIMUM. ORCED <br /> 3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. <br /> CATCH BASIN ASSY TO BE SET 1 -112" <br /> BELOW FLOWLINE OF GUTTER. <br /> IsfoN oarE COUNTYWIDE IMPROVEMENT STANDARDS <br /> APPROVED BY <br /> COUNTY OF SAN JOAQUIN <br /> � r � STORM DRAIN SAN JOAQUfN COUNTY GATE <br /> DIRECTOR OF PUBLIC WORKS <br /> JUNE 1997 <br /> INLET CATCHBASIN IMPROVEMENT <br /> CW—D14 <br /> STANDARD NO. <br />