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NOTES <br />1. AS DESCRIBED IN THE SPECIFICATION (SECTION 02535), THE <br />CONTRACTOR SHALL CONSTRUCT CROSSING POINTS OVER LEACHATE _ <br />PPESATTNELOCATKKdS WHERE THE CONTRACTORS TEMPORARY <br />ROADSCROSSTHEPIPES.�� <br />2. CONTOURS BNOWIN WRMN THE EDGE OF GEOMEMBRANE LINEDARFA <br />REPRESENT THE ELEVARON CF THE HDPE GEOMEMBRANE. <br />CONTRACTOR SMALL MAKE NECESSARY ADJUSTMENTS TOALLOW FOR <br />THE THICKNESS OF COMPONENTS MDERLYING THE HOPE <br />GECAEMBRANE SUCH AS THE CLAY LINER. <br />3. THE TOPOGRAPHY SHOWN IS BASED ON A MARCH M13 AERIAL SURVEY.' <br />THE TOPOGRAPHY HAS SR10E BEEN MOOUIED IN SOME PORRONS OF THE <br />WORK AREA THE CON TOR SHALL SURVEY THE WORK AREA PRIOR Ij�ne <br />TO CONSTRUCTION. <br />A. THE CONTRACTOR& !- PROTECT THE FMT04GWMU FU -10 LINER 1� 1 <br />SYSTEM THROUGHOUT WW FU.10 CONSTRUCTION. 1 <br />5. PROVIDE ACCESS RAMP INTO WMU FU -13 AS DIRECTED BY OWNER I{rte <br />INCORPORATE CULVERT IN ACCESS RAMP, IF NECESSARY, TO ALLOW FOR ' <br />STORMWATER DRAINAGE TO PONT XS. <br />I <br />LEGEND <br />— — APPROXBIATE WMIJ U 13GEOMEMBRANE LINER <br />CONSTRUCTION LIMB <br />APPSOXIYLATE LRNR OF WMU FU -10 \ ^� <br />CONSTRIN.YWN \L � <br />TOE OF TERMSNARON BERM <br />TOE OF S.C. <br />APPROXIMATE TOE OF REFUSE OF FORMER P <br />AUSTIN ROAD IANDERL (SASED ON NMN <br />TOPOORAPNIC MAP) gM <br />