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LEGEND: 100 0 100 200 FEET <br />/- -e EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />- - - - - DAYLIGHT LINE <br />PM6 +00 <br />CONSTRUCTION ROAD CENTERLINE <br />�= EXISTING UNIMPROVED ROAD /TRAILS <br />i — EXISTING GEOMEMBRANE LINER LIMITS <br />i -G —G-- EXISTING GAS LINE <br />�E —E- EXISTING POWERLINES <br />EXISTING PIPELINE <br />1:33fII.II.[�j'�'GL�� <br />0 <br />z <br />f5 <br />rc <br />x <br />m <br />10100 <br />9900 <br />SOUTH - PERIM <br />Fir <br />9700 <br />Lo <br />r <br />rn <br />PMO +00 <br />PM2 +00 <br />100 0 100 200 FEET <br />VERTICAL SCALE <br />PM4 +00 <br />10100 <br />PERIMETER ROAD <br />15' MINIMUM <br />i <br />PREPARED <br />SUBGRADE <br />FUTURE 1' MINIMUM 8 <br />SOIL LINER FILL 320 <br />FUTURE 80 mil <br />LLDPE GEOMEMBRANE <br />7.5' <br />PROFILE <br />REFERENCE \ <br />POINT <br />M1 ) TYPICAL SOUTH PERIMETER ROAD <br />STATIONS PM1 +09.20 - 5 +16.33 <br />NTS <br />PERIMETER ROAD <br />15' MINIMUM <br />7.5' <br />'r PREPARED , ` ..° j <br />REFERENCE POINT <br />i <br />PREPARED ' PREPARED <br />SUBGRADE SUBGRADE <br />FUTURE 1' MINIMUM 6 1' MINIMUM SOIL <br />SOIL LINER FILL $2Q LINER FILL <br />FUTURE 80 mil 80 mil LLDPE <br />LLDPE GEOMEMBRANE GEOMEMBRANE <br />M2 TYPICAL SOUTH PERIMETER ROAD <br />&420 STATIONS PMO +00 - PM1 +09.20 <br />NTS <br />100 0 100 200 FEET <br />HORIZONTAL SCALE <br />VERTICAL EXAGGERATION =IX <br />SOUTH <br />PVI <br />STA += PM 1 +80.51 <br />PVI <br />STA <br />= PM <br />+56.70 <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />I ELIE = 9820.00 <br />PMO +00 <br />DVI EL <br />= <br />880.54 <br />-= 6.47 _ _.. <br />A D <br />= - <br />.22 1 <br />3780 <br />442.23 <br />PRC <br />PM4 +42.23 <br />54646.80 <br />K 7.7 3 <br />= 4. <br />9 <br />o °i <br />42 -27 -25 <br />1 100 <br />1 74.10 <br />._o <br />PM5+16.33154644.341 <br />36649.78 <br />O <br />+ + <br />N <br />' <br />• N N <br />. _ C <br />Inc <br />M <br />00 <br />_...__ <br />to <br />Ldco +C' <br />N <br />I <br />a <br />°' <br />. <br />a .. <br />-� <br />20) a <br />a <br />.. <br />w <br />I' <br />(n <br />U <br />I <br />ISH GRADE <br />396 <br />08% <br />_ <br />17 <br />E)ISTING <br />GROUND <br />`� <br />0 <br />Co N <br />N c° <br />d; <br />N "� <br />L <br />� r <br />r <br />q <br />r <br />O �Cd <br />(0 �� <br />00M <br />r0) <br />�� <br />�O <br />�r <br />�N <br />cone <br />r'd• <br />rM <br />r0 <br />�N <br />�C0 <br />r0 <br />�I- <br />�00 <br />�^ <br />�N <br />00W <br />n <br />0 <br />O) <br />n <br />Of <br />O <br />W <br />01 <br />O <br />CD <br />0 <br />M <br />� <br />O <br />m <br />01 <br />PMO +00 <br />PM2 +00 <br />100 0 100 200 FEET <br />VERTICAL SCALE <br />PM4 +00 <br />10100 <br />PERIMETER ROAD <br />15' MINIMUM <br />i <br />PREPARED <br />SUBGRADE <br />FUTURE 1' MINIMUM 8 <br />SOIL LINER FILL 320 <br />FUTURE 80 mil <br />LLDPE GEOMEMBRANE <br />7.5' <br />PROFILE <br />REFERENCE \ <br />POINT <br />M1 ) TYPICAL SOUTH PERIMETER ROAD <br />STATIONS PM1 +09.20 - 5 +16.33 <br />NTS <br />PERIMETER ROAD <br />15' MINIMUM <br />7.5' <br />'r PREPARED , ` ..° j <br />REFERENCE POINT <br />i <br />PREPARED ' PREPARED <br />SUBGRADE SUBGRADE <br />FUTURE 1' MINIMUM 6 1' MINIMUM SOIL <br />SOIL LINER FILL $2Q LINER FILL <br />FUTURE 80 mil 80 mil LLDPE <br />LLDPE GEOMEMBRANE GEOMEMBRANE <br />M2 TYPICAL SOUTH PERIMETER ROAD <br />&420 STATIONS PMO +00 - PM1 +09.20 <br />NTS <br />100 0 100 200 FEET <br />HORIZONTAL SCALE <br />VERTICAL EXAGGERATION =IX <br />SOUTH <br />PERIMETER ROAD SETOUT DATA <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI /PC <br />PMO +00 <br />54525.50 <br />36152.40 <br />06 -42 -11 <br />3780 <br />442.23 <br />PRC <br />PM4 +42.23 <br />54646.80 <br />36577.40 <br />42 -27 -25 <br />1 100 <br />1 74.10 <br />PT /PI ' <br />PM5+16.33154644.341 <br />36649.78 <br />NOTES: <br />1. 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 />2. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN <br />COVER FILL DEPTHS FOR WORKING OVER GEOSYNTHETICS AND <br />PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br />3. HAUL ROAD WIDTH IS 80ft AND CONSTRUCTION BENCH WIDTH <br />IS 15FT. <br />4. BEFORE TRAFFIC CAN ACCESS THE HAUL ROAD, ORE WILL BE <br />PLACED ABOVE THE DRAIN COVER FILL TO A MINIMUM <br />THICKNESS AS REQUIRED BY THE VEHICLE TYPE. <br />2' MINIMUM DRAIN <br />COVER FILL <br />04-1— <br />