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9780 <br />9770 <br />� •e <br />975C <br />z <br />0 <br />974( <br />9731 <br />972, <br />971 <br />0 <br />z <br />LL: <br />W <br />w <br />X <br />I <br />O <br />0+00 <br />U-1-IDU <br />BY Cr&V WAS REV",: <br />TOPOGRAPHY <br />PH OTIOGRAPHY TAKEN 9--28-22i-D06. SOME AR <br />PART ON SURVEY CIAT[A S-UPPI IED BY FORES <br />2) 9 - 2 0 0 S:\CAD\1 1257, C(-&V PHASE- 5 <br />f,-,4AP\061 'n--�oPo--REV!--"-D').DWG <br />10) 0 10 20 FEET <br />75 <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR EL, FEET <br />FINISHED GRADE GROUND SURFACE CONTOUR EL, FEET <br />FUTURE FINISHED GRADE GROUND SURFACE CONTOUR EL, FEET <br />---- — - - - -- ' 18- DIA. CPeP (ADS N-12 OR EQUIVALENT) PIPE <br />4" DiA. CPeP LVSC DRAIN PIPES <br />CERTIFICATION BOUNDARY LIMIT <br />9780.0 EXISTING GROUND ELEVATION <br />9770.00 FINISHED GRADE ELEVATION <br />20 0 20 40 FEET <br />6 **� LOW VOLUME SOLUTION <br />KA-4-2--0) COLLECTION SYSTEM <br />NUTE <br />1. PIPE LENGTHS VARY TO SUIT SITE CONDITIONS <br />ll(;;,s <br />