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REFERENCE: <br />EXISTING GROUND TOPOGRAPHY BY CC &V WAS REVISED FROM <br />PHOTOGRAPHY TAKEN 9 -28 -2006. SOME AREAS OF REVISION BASED IN <br />PART ON SURVEY DATA SUPPLIED BY FORESIGHT WEST SURVEYING INC. <br />5 -29 -2007. S: \CAD \1125 - CC &V PHASE 5 <br />VLF \RECV\ 20070622 -PROJECT MAP \061'10 - TOPO- REVISED2.DWG <br />300 0 300 600 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET <br />�— FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET <br />FUTURE FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET <br />— — � - EXISTING ROADS <br />I— — --/ PHASE 5 VLF LIMIT <br />SOLUTION COLLECTION PIPING: <br />4" DIA. CPe HIGHWAY GRADE TERTIARY SOLUTION COLLECTION PIPE PLACED ON 90' <br />CENTERS <br />8" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />— 12" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />16" DIA. CPe (ADS N -12 OR EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />26" DIA. DR11 PERFORATED HDPE PRIMARY SOLUTION COLLECTION PIPE <br />FUTURE <br />4" DIA. CPe <br />HIGHWAY GRADE <br />TERTIARY SOLUTION COLLECTION PIPE PLACED <br />ON 90' <br />CENTERS <br />OR <br />EQUIVALENT) <br />FUTURE <br />8" DIA. CPe <br />(ADS N -12 OR <br />EQUIVALENT) SECONDARY SOLUTION COLLECTION PIPE <br />FUTURE <br />12" <br />DIA. <br />CPe <br />(ADS <br />N -12 <br />OR <br />EQUIVALENT) <br />SECONDARY <br />SOLUTION <br />COLLECTION <br />PIPE <br />FUTURE <br />16" <br />DIA. <br />CPe <br />(ADS <br />N -12 <br />OR <br />EQUIVALENT) <br />SECONDARY <br />SOLUTION <br />COLLECTION <br />PIPE <br />PHASE 5 PIPING TABLE <br />APPROXIMATE TOTAL LENGTH <br />OF PIPE SEGMENT (FEET) <br />(SEE NOTE 1) <br />PIPE SIZE <br />PRIMARY SOLUTION COLLECTION PIPE <br />6,415 <br />1 26" DIA. PIPE <br />SECONDARY SOLUTION COLLECTION PIPE <br />75,660 <br />4" DIA. PIPE <br />6,980 <br />8" DIA. PIPE <br />4,550 <br />12" DIA. PIPE <br />3,700 <br />16" DIA. PIPE <br />NOTES: <br />1. PIPE LENGTH INCLUDES 5 PERCENT WASTAGE. <br />