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5' <br /> �_2-1/2' TYP. 6"-� <br /> TOP OF CURB---� -L <br /> FLOWLINE -� aoO�oo <br /> OF GUTTER EXPANSION 2'-0" <br /> EXPANSION JOINT <br /> JOINT <br /> L <br /> 4 LIP OF .GUTTER <br /> P LAN <br /> CURB & GUTTER INSTALLATION <br /> PAVING OR 1 <br /> CONCRETE COLLAR <br /> O •o .0 '.0 V 4 <br /> O ' <br /> t 2'-0" MIN. <br /> ` 5' MAX. <br /> O. <br /> 12 DIA. <br /> MIN. 5-0.01 F7/F7' MIN. <br /> 6 <br /> 12" {' , <br /> 0 ., <br /> O Y <br /> • <br /> 3" <br /> CLASS "B" TYPICAL SECTION <br /> CONCRETE <br /> NOTES <br /> 10. GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW-M7. <br /> 22• 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 ASS"Y 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 WOWS JUNE 1997 <br /> INLET CATCHBASIN IMPROVEMENT CW-D14 <br /> STANDARD NO. <br />