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W <br />c <br />80 mil SINGLE - <br />SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br /><) I <br />2' MINIMUM <br />DRAIN COVER <br />FILL <br />1' MINIMUM <br />SOIL LINER FILL - <br />80 mil SINGLE <br />SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />t, <br />2' MINIMUM /\ <br />DRAIN COVER \ \/ <br />FILL <br />1' MINIMUM <br />SOIL LINER FILL <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />BACKFILL (SEE NOTE 1) <br />GR9DFr <br />3 MINIMUM <br />�' '•'� �� 2' MINIMUM <br />1 � <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />BACKFILL (SEE NOTE 1) <br />=' 3' MINIMUM <br />2' MINIMUM <br />REMOVE DRAIN COVER FILL <br />FOR GEOMEMBRANE <br />CONNECTION <br />EXISTING LLDPE <br />GEOMEMBRANE <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />1 <br />FUSION A22U <br />WELD BACKFILL <br />(SEE NOTE 1) <br />r t � <br />C ` 3' MINIMUM <br />i <br />2' MINIMUM - <br />1 <br />A220 <br />80 mil SINGLE -SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />1' MINIMUM <br />SOIL LINER FILL <br />2 )IPHASED LINER CONNECTION SECTION <br />!30 NTS <br />PERIMETER ROAD <br />15' MINIMUM <br />PREPARED <br />SUBGRADE 1' MINIMUM SOIL -(Aa2 2 LINER FILL 0 <br />80 mil TEXTURED <br />SINGLE SIDED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />80 mil SINGLE -SIDED TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL LINER <br />CONDITIONS IN CUT <br />1.5 / <br />1� <br />F- 1' MINIMUM <br />00 10, <br />\ FUSION <br />STRUCTURAL FILL OR\ WELD <br />NATURAL GROUND <br />FUSION WELD DETAIL AFTER OPTIONAL <br />3 3 REMOVAL OF INTERIM ANCHOR TRENCH <br />)020 A260 NTS <br />2.5 <br />1L 1F SEE DRAWINGS A550 <br />2 FILL FOR ULTIMATE DIVERSION <br />2.5 �CUT3 CHANNEL SECTION <br />\ _2 <br />CONDITIONS IN FILL <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />1' MINIMUM SOIL <br />LINER FILL FILL <br />_1 <br />EXISTING <br />GEOMEMBRANE <br />80 mil SINGLE -SIDE <br />TEXTURED (TEXTURED <br />FACE DOWN) LLDPE <br />nl� GEOMEMBRANE <br />�- <br />C >i�� 0 <br />2' DRAIN <br />\\ / COVER FILL <br />i- 1' SOIL LINER FILL <br />1 y <br />1 <br />y 1 y <br />1 y <br />1 ORE <br />STORAGE AREA ANCHOR TRENCH <br />L <br />Y L TYPICAL <br />PERIMETER DETAIL <br />M <br />Y M Y <br />M Y <br />M <br />OSA LINER SECTION <br />.50 <br />A201 <br />A220 <br />A230 <br />A550 <br />NTS <br />A205 <br />A210 <br />NTS <br />A150 <br />A205 <br />A210 <br />A230 <br />NTS <br />2' MINIMUM <br />DRAIN <br />COVER FILL <br />0 C� <br />!� PREPARED <br />- SUBGRADE <br />1' MINIMUM SOIL <br />LINER FILL <br />80 mil TEXTURED <br />SINGLE SIDED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />HAUL ROAD/ <br />CONSTRUCTION BENCH <br />(SEE NOTE 3 &4) <br />l <br />L <br />�� ��> j - <br />CONDITIONS IN CUT <br />- 1' MINIMUM <br />2.5 <br />1.5 / <br />1Z <br />SEE DRAWINGS A550 <br />FOR HAUL ROAD DIVERSION <br />2 (FILL) CHANNEL SECTION <br />k ( ) <br />/2.5 CUT 2 <br />- I1 NOTES: <br />(4-/ CONDITIONS IN FILL J 1' <br />L1 L1 TYPICAL HAUL ROAD CONSTRUCTION BENCH DETAIL <br />205 A210 NTS <br />2. <br />t11 <br />rm <br />COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY <br />THE MANAGER TO BACKFILL ANCHOR TRENCH. ANCHOR <br />TRENCHES INTERNAL TO THE VLF WILL BE BACKFILLED WITH <br />SOIL LINER FILL FOR THE UPPER 1 FT (MIN.). <br />REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN <br />COVER FILL DEPTHS FOR WORKING OVER GEOSYNTHEfICS AND <br />PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br />HAUL ROAD WIDTH IS 80ft, AND CONSTRUCTION BENCH WIDTH <br />IS 15fT. <br />BEFORE TRAFFIC CAN ACCESS THE HAUL ROAD, ORE WILL BE <br />PLACE ABOVE THE DRAIN COVER FILL TO A MINIMUM <br />THICKENESS AS REQUIRED BY THE VEHICLE TYPE. <br />57 10 m <br />1, Zolt. <br />M_ <br />