Laserfiche WebLink
5'— <br /> } _2-1/2' TYP. 6 <br /> TOP OF CURB �_ <br /> FLOWLINE <br /> OF GUTTER <br /> JOINT NSION Qaa�Ov JOINTEXPAEXPANSION 2,_o„ <br /> PLAN LIP OF GUTTER <br /> CURB & GUTTER INSTALLATION <br /> PAVING OR 1 <br /> CONCRETE COLLAR <br /> 0 <br /> O V V <br /> V <br /> O O <br /> 2'-0" MIN. <br /> 02 5' MAX. <br /> O <br /> 12" DIA. <br /> MIN. S=0.01 F-F _r MIN. <br /> 6,. <br /> 12,, o <br /> o <br /> � r <br /> CLASS "B" 3„ <br /> CONCRETE TYPICAL SECTION <br /> NOTES <br /> 1C]. GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW- <br /> 2[]. 18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON-REINFOR M7 <br /> CONCRETE PIPE AS A MINIMUM. CED <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 <br /> COUNTY OF SAN JOAQUIN APPROVED BY <br /> 8f! STORM SAN JOA IN COUNTY DATE <br /> DRAIN DIRECTOR OF PUBUC WORKS <br /> JUNE 7997 <br /> INLET reTe-WRecIPI IMPROVEMENT <br /> STANDARD NO.Dw_D'4 <br />