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<br /> 2 453- HDPE PIPE
<br /> (SEE NOTE 5)
<br /> NOTES:
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<br /> 1. DESCRIBED 1N THE SPECIFICATION SECTION 02535< .THE CONTRACTOR SHALL
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<br /> CONST'RU'CT CROSSING-POINTB: R !OVE LEACHATE PIPES AT THE LOCATIONS WHERE
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<br /> THE CONTRACTOR'S TEMPORARY RQADS CRC?SS THE PIPES.
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<br /> A �• ,,. . .. ,. .. y9 t �y .� : _,., 2. CONTOURS SHOWN WITHIN THE EDGE OF GE6MEM8RRNE LINEDKD
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<br /> AREA REPRESENT THE ELEVAl`ION OF THE HDPE GEQMEMBRANE.
<br /> CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS TO ALLOW
<br /> s"' .,, ,.-,= , , , _ • ;_; - ' FOR TWE TWICKNESS OF COMPON NTS UNDERLYI T E HDP �..
<br /> 122
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<br /> 3. THE ELEVATIONS SHOWN IN THE SUMP REPRESENT THE ELEVATION
<br /> OF THE HDPE GEQMEMBRANE IN THE PRIMARY SUMP. THE MINIMUM
<br /> ELEVATION OF THE HDPE GE09VIEM13RANE IN THE PRIMARY SUMP SHALL <
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<br /> NOT EXTEND BELOW ELEVATION 7-FT MSL.
<br /> 221
<br /> ,-� - 2217 ,
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<br /> 4. THE TOPOGRAPHY SHOWN IS BASED ON A FE[6 2004 AERIAL SURVEY.
<br /> ! I THETOPOGRAPHY WAS SINCE BEEN MOF IFIED IN SOME PORTIONS OF
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<br /> THE WORK AREA. THE CC UT TOR WILL SURVEY THE WORK AREA
<br /> ,^✓ . ,_.:_._.._ ., ., l PRIOR TO CONSTRUCTION.
<br /> '2216
<br /> 1..1 _5. CONTRACTOR SHALL ROUTE 3INCH NON PEF2FQI�ATED WDPE PIPE TO BASE OF
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<br /> 2-lo -�-J,- , .2r/ MIN 2.av IuIN 2% MIN
<br /> 2/ MIN _ , _ NCH S ]
<br /> LID HDPE PIPE ON SLOPE USING SLOPE2/ MIN 2/ MIN 1VU FU 04ANGHOR3I
<br /> 3119STAKES AT APPROXIMATELY 26-FOOT
<br /> CANTERS AND PROVIDE NECESSARY
<br /> 17.3 _ ,
<br /> r 2215 `, PIPE SUPPORTS, FITTINGS, AND VALVES TO ROUTE PIPE T4 BASE OF , ,
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<br /> WMU FU-04 AS DIRECTED BY OWNER. C
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<br /> 6. THE CONTRACTOR SHALL PROTECT ECT THE EXISTING WMU FU 03 LINER SYSTEM
<br /> 3119 `,
<br /> THROUGHOUT WMU FU-04 CONSTRUCTION. '
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<br /> CONSTRUCTION CONTROL POINTS V)
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<br /> EXISTING WMU AS-BUILT POINTS O OF CLAP
<br /> "+ POINT NO. NORTHING FASTING ELEV
<br /> POINT NO NORTHING FASTING ELEV
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<br /> X17 7895.5 3020.0 16.7 ;
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<br /> ..;LINER LIMIT
<br /> (NOTE 6- ,r` i ,.� I 1`
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<br /> .y.�yp�ry r"0!11 CONSTRUCTION
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