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OMEN <br />e <br />I / IAwww r <br />t <br />10600 <br />10550 <br />10500 <br />10450 <br />10400 <br />w <br />z <br />0 <br />10350 <br />w <br />10300 <br />10250 <br />10200 <br />10150 <br />iGiik <br />O <br />0 100 200 FEET <br />K:13.7 <br />LVC:15 <br />.10 <br />\17+62.09 <br />EL <br />:10468.2 <br />K:2. <br />6 <br />LVC: <br />0.98 <br />BVCE: <br />10472.80 <br />K:22• <br />31 <br />PVI <br />TA:17+29. <br />EVCS: <br />9+12.18 <br />LVC: <br />0.83 <br />BVC <br />: 17+19.3 <br />\ <br />PVI <br />LEV:10401. <br />1 <br />BVC <br />10474.5 <br />\ <br />BVCS <br />20+44.7 <br />EVCS <br />17+40.3 <br />BVCE <br />10440.53 <br />EVCE <br />10474.1 <br />EVCS <br />24+25.5 <br />7 <br />10450' <br />3ENCH ELEVATION <br />_3 7% <br />-17.0 <br />-20.4 <br />GRADE BREAK <br />STA = <br />20+00.5 <br />ELEV = <br />0449.53 <br />ELEV = <br />10452.0 <br />10325' <br />ENCH EL <br />ATION <br />GRADE <br />3REAK STA <br />= 17+00 <br />0 <br />_37.2 <br />ELEV = <br />10474.1 <br />GRADE BF <br />EAK STA A <br />24+41.2 <br />ELEV = <br />10325.00 <br />\ <br />.0% <br />GRADE <br />BREA< <br />STA = <br />4+79.0 <br />�s <br />ELEV <br />= 10325.00 <br />\ <br />PROPOSED <br />GROUND <br />\ <br />HAL <br />L ROAD <br />2.8% <br />GRADE <br />BREAK S <br />A = 27+ <br />8.1 <br />_ <br />ELEV <br />= 1021423 <br />GRADE <br />BREAK <br />STA = 3 <br />+80.3 <br />`1s lg <br />EL <br />- 10 <br />05.35 <br />EXISTING <br />GROUND ELEVATION <br />PROPO <br />ED GROUND <br />ELEVATI <br />N <br />GR <br />DE BREA <br />STA = 3 <br />+92.9 <br />E <br />EV = 10155.01 <br />O <br />OOaO <br />u0 HWn <br />In O <br />W <br />W ^0 <br />aM <br />0 <br />to <br />ON <br />0 <br />0 <br />O0 <br />o <br />0 <br />a 00 <br />0 <br />0 <br />0 <br />In <br />^a0 <br />n <br />W <br />a <br />0 :2 <br />N O <br />7 <br />N O <br />NO <br />_r <br />ON <br />N'6 <br />0 <br />0 <br />N <br />N <br />aO O <br />^ <br />N <br />^ <br />a <br />M <br />OO <br />; O <br />0 <br />N <br />0 <br />0 <br />00 <br />0 <br />0 <br />(20 <br />O <br />O <br />O <br />- <br />0 <br />0 - <br />O <br />17+00 18+00 <br />I Reference: <br />j NEWMONT PROVIDED THE 2020 FLYOVER DATA TO NEWFIELDS ON JAN. 13, 2021 IN THE <br />FOLLOWING FILE: "5ft topo 9-1-20.DWG". EXISTING GROUND INCLUDES FUTURE SCHIST <br />ISLAND PIT CONFIGURATIONS. <br />20+00 22+00 24+00 26+00 28+00 30+00 <br />STATION, (FEET) <br />0 100 200 FEET 0 50 100 FEET <br />HORIZONTAL VERTICAL <br />2X EXAGGERATION <br />10600 <br />10550 <br />10500 <br />10450 <br />10400 <br />w <br />z <br />0 <br />10350 <br />w <br />10300 <br />10250 <br />10200 <br />10150 <br />10125 <br />O <br />N <br />O_ <br />32+00 33+93 <br />LEGEND: <br />EXISTING GROUND CONTOURS <br />EXISTING PHASE 3 STAGE A <br />GEOMEMBRANE LINER CONTOURS <br />PROPOSED PHASE 3 STAGE B <br />GROUND CONTOURS <br />/j � �� EXISTING ROADS/TRAILS <br />NOTE: <br />1. SEE DESIGN DRAWING A290 FOR STAGE B <br />PERIMETER ACCESS ROAD ALIGNMENT DATA. <br />2. PROPOSED CONTOURS REPRESENT TOP OF SOIL <br />LINER FILL WITHIN THE GEOMEMBRANE LIMITS <br />AND FINISHED GRADE EVERYWHERE ELSE. <br />_j: >! A7574J <br />�SJ�NAL�� <br />I FORESIGHT WEST PROVIDED THE AS -BUILT PHASE 2 TOP OF SLF SURFACE TO <br />m NEWFIELDS ON SEPT. 24, 2020 IN A FILE CALLED "Clay As -built thru 9-24-20.DWG" <br />