Laserfiche WebLink
5' <br /> 1-2-1/2' TYP.— 6 <br /> TOP OF CURB <br /> FLOWLINE <br /> OF GUTTER �00o�Qo) EXPANSION 2'-0 <br /> EXPANSION vp JOINT <br /> 1 <br /> JOINT <br /> 4 L <br /> PLAN LIP OF GUTTER <br /> CURB & GUTTER INSTALLATION <br /> PAVING OR 1 <br /> � CONCRETE COLLAR <br /> O - D <br /> O <br /> O <br /> o I 2'-0" MIN. <br /> ❑2 5' MAX. <br /> -------------- <br /> 0 <br /> 12" DIA. <br /> MIN. 66' <br /> FT/FT <br /> MIN. <br /> ° <br /> 12" ° <br /> O O <br /> i <br /> aq <br /> 3„ <br /> CLASS "B' <br /> CONCRETE TYPICAL SECTION <br /> NOTES <br /> Fl. GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW—M7. <br /> 2� 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 JAPPROVEDBY <br /> COUNTY OF SAN JOAQUIN <br /> SAN JOAQUIN COUNTY DATE <br /> 18" STORM DRAIN HECTOR OF PUBUC WORKS JUNE 1997 <br /> IMPROVEMENT <br /> INLET CATCHBASIN STANDARD NO.CW-D14 <br /> - -- - - <br />