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5' <br /> i <br /> TOP OF CURB <br /> FLOWLINE ---f <br /> 00 h H <br /> d <br /> OF GUTTER OQO �► <br /> U Q[Jf— EXPANSION <br /> EXPANSION 1 2'-0" <br /> JOINT '1000011 JOINT <br /> R } p <br /> 4 1 9 <br /> PLAN LIP OF -GUTTER ' <br /> CURB & GUTTER INSTALLATION <br /> PAVING OR 1 <br /> CONCRETE COLLAR +t7 <br /> F <br /> O <br /> 0 � 1 <br /> 2'-0' MIN. <br /> ❑2 5' MAX. I <br /> E <br /> 0 12" DIA. <br /> MIN. S=Q.O1 y <br /> i /F7 M/N f <br /> 12°> f 7 {' <br /> i i a 3 <br /> a <br /> 3" <br /> CLASS "B" <br /> CONCRETE TYPICAL SECTION <br /> N 0TES <br /> F17 GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW—M7. <br /> I2 18" PIPE BARREL SHALL BE CLASS 111 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 /> 174. CATCH BASIN ASSY TO BE SET 1-1/2" BELOW FLOWLINE OF GUTTER. <br /> REVISION GATE <br /> COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY <br /> COUNTY OF SAN JOAQUIN <br /> 18" STORM DRAIN DRE `10A 'S courS DATE <br /> WRECTOR OF PUBUC WORK$ JUNE 1997 <br /> INLET CATCHBASIN IMPROVEMENT <br /> STANDARD NO.CW-D14 <br />