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n <br />C <br />X7 .. <br />Ai y <br />st <br />-L _- <br />sHTa §Hra <br />< <br />M��GN��NE <br />WMU FU -06''; <br />BRANS LINER <br />NOTES: <br />1. AS DESCRIBED IN THE SPECIFICATION (SECTION 02535), THE CONTRACTOR SHALL <br />CONSTRUCT CROSSING POINTS OVER LEACHATE PIPES AT THE LOCATIONS WHERE <br />THE CONTRACTORS TEMPORARY ROADS CROSS THE PIPES. <br />2. CONTOURS SHOWN WITHIN THE EDGE OF GEOMEMBRANE LINED <br />AREA REPRESENT THE ELEVATION OF THE HDPE GEOMEMBRANE. <br />CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW <br />FOR THE THICKNESS OF COMPONENTS UNDERLYING THE HOPE <br />GEOMEMBRANE SUCH AS THE CLAY LINER. <br />3. THE ELEVATIONS SHOWN IN THE SUMP REPRESENTS THE ELEVATION <br />OF THE HDPE GEOMEMBRANE IN THE PRIMARY SUMP. THE MINIMUM <br />ELEVATION OF THE HOPE GEOMEMBRANE IN THE PRIMARY SUMP SHALL <br />NOT EXTEND BELOW ELEVATION 7 -FT MSL <br />4. THE TOPOGRAPHY SHOWN IS BASED ON A FEB 2006 AERIAL SURVEY. <br />THE TOPOGRAPHY HAS SINCE BEEN MODIFIED IN SOME PORTIONS OF <br />THE WORK AREA. THE CONTRACTOR SHALL SURVEY THE WORK AREA <br />PRIOR TO CONSTRUCTION. <br />5. CONTRACTOR SHALL RELOCATE EXISTING LEACHATE TANK AS DIRECTED BY <br />OWNER CONTRACTOR SHALL REMOVE EXISTING CHANNEL TO LOCATION <br />DIRECTED BY OWNER. CONTRACTOR SHALL REPLACE CHANNEL WITH 34NCH <br />NONPERFORATED PIPE AND ROUTE TO RELOCATED LEACHATE TANK PROVIDE <br />NECESSARY PIPE SUPPORTS, FITTINGS, AND VALVES TO ROUTE PIPE AS DIRECTED <br />BY OWNER <br />6. THE CONTRACTOR SHALL PROTECT THE EXISTING WMU FU -05 LINER SYSTEM <br />THROUGHOUT WMU FUS CONSTRUCTION. <br />CONSTRUCTION CONTROL POINTS <br />POINT NO <br />POINT NO. <br />NORTHING <br />EAS71NG <br />ELEV <br />X1 <br />7065.0 <br />3920.0 <br />35.0 <br />X2 <br />7065.0 <br />4520.0 <br />35.0 <br />X3 <br />7121.0 <br />4160.0 <br />7.6 <br />X4 <br />7121.0 <br />4280.0 <br />7.6 <br />X5 <br />7221.0 <br />4160.0 <br />8.6 <br />X6 <br />7221.0 <br />4280.0 <br />8.6 <br />X7 1 <br />7121.0 <br />4154.0 1 <br />9.6 <br />X8 <br />7121.0 <br />4280.0 1 <br />9.6 <br />X9 <br />7217.5 <br />4154.0 <br />10.6 <br />X10 <br />72175 <br />4286.0 <br />10.6 <br />X11 <br />7271.0 <br />4070.0 <br />11.0 <br />X12 <br />7271.0 <br />4370.0 <br />11.0 <br />X13 <br />7653.0 <br />4070.0 <br />14.8 <br />X14 <br />77035 <br />4370.0 <br />15.3 <br />7772.5 <br />3920.0 <br />19.1 <br />7777.1 <br />4520.0 <br />20.1 <br />7814.6 <br />3920.0 <br />34.0 <br />VX17 <br />7806.0 <br />45204 <br />34.0 <br />7814.8 <br />3920.0 <br />35.0 <br />78215 <br />4520.0 <br />35.0 <br />N <br />0 50 100 150 <br />1' = 517 <br />EXISTING WMU AS -BUILT POINTS (TOP OF CLAY) <br />POINT NO <br />I 4ORTHING <br />EA.STING <br />ELEV <br />3062 <br />7113.1 <br />3930.0 <br />11.8 <br />3063 <br />7148.4 - <br />3930.0 <br />12.1 <br />3064 <br />7215.8 <br />3930.0 <br />13.3 <br />30155 <br />72672 <br />3930.0 <br />142 <br />3066 <br />7367.0 <br />3930.0 <br />152 <br />3067 <br />7467.1 <br />3930.0 <br />16.3 <br />3068 <br />7567.03930.0 <br />172 <br />3069 <br />7667.0 <br />39304 <br />182 <br />3070 <br />7766.9 <br />1 3980.0 1 <br />19A <br />LEGEND <br />WMU FU -06 GEOMEMBRANE <br />LINER CONSTRUCTION LIMIT <br />---- LIMIT OF WMU FU -06 <br />CONSTRUCTION <br />U <br />a� <br />CL <br />Q <br />d <br />0 <br />0 <br />c <br />0 <br />.N <br />U <br />aNi <br />V7 <br />O u) rn <br />O_ .- N <br />& 4- <br />Z I-- m N <br />o:D< rn <br />O_ Q <br />Q m Q <br />3�: �-U N <br />oo� <br />(+ (n Z U <br />c <br />0)g o <br />rn a <br />m <br />z <br />w Q <br />ui Z i7 a <br />LLI <br />O LL <br />Z U 3 a <br />W v o <br />Q <br />BA z <br />Q <br />Y c <br />J p cl <br />y L <br />p U <br />Z <br />Q <br />a <br />J z <br />Z <br />o Q <br />z to <br />J U cV <br />I <br />p <br />Z <br />Li O N <br />L <br />Cif Q <br />3 g 0 d <br />o a_ <br />z <br />w <br />LLJ <br />I=- <br />0 <br />O <br />Sheet -4 -of -12_ <br />Rev <br />