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bill <br />-0114 <br />mo pill I <br />I� <br />wp <br />o <br />FROAN <br />Willi <br />• • • . reRr3/ <br />wAlm <br />q <br />Is <br />OWNS <br />NO <br />1-07. <br />.71"MEN m <br />R <br />Ld <br />z <br />0 <br />w <br />0 100 200 FEET <br />10650 <br />10650 <br />K:1.58 <br />L <br />C:33.10 <br />K: <br />.55$TA:13+31.5 <br />10600 <br />LVC: <br />4.65 <br />PVI E <br />.1 478. <br />7 <br />1060C <br />PVI E <br />:10 <br />46.01 <br />K:20.1 <br />J <br />i <br />- <br />LVC:129. <br />59 <br />tot <br />o <br />10550 <br />K:0.75 <br />K:5.45 <br />P 1 ELEV:10 <br />65.46 <br />`uoOm <br />� <br />1055C <br />LVC:40.7 <br />LVC:49.58 <br />too <br />VI STA:3+155.2 <br />P <br />I STA:6+4 <br />.8 <br />M <br />N <br />�? <br />P <br />I EL :1 <br />9.94 <br />PVI <br />EL :1042 <br />.37 /^ <br />r^i <br />^ <br />M <br />� <br />� <br />N <br />CV 01 <br />/ <br />r <br />ai <br />n <br />tb <br />O <br />N <br />O <br />UU <br />>w <br />W <br />10500 <br />ro <br />ry <br />oo U? <br />O1 <br />tii <br />• • <br />G <br />ADE BREAK <br />STA = 17+00.0 <br />1050C <br />}0 <br />> <br />>> <br />MOI++j <br />t+p0 <br />0 <br />N <br />tii <br />6i <br />12.7% <br />10450 <br />o <br />0 <br />4.6% <br />0.1 % <br />9.8% <br />- <br />1.9% <br />K:4.31 <br />1045[ <br />m <br />m m <br />5% <br />PVI STA: <br />4+43.8 <br />EXISTIN <br />GROUND <br />/ <br />4 <br />PVI EL <br />:10468.54 <br />-0.1 % <br />BVCE: 1 <br />469.35 <br />10400 <br />1040C <br />LV <br />:35.89 <br />LEV = 1 <br />449.87 <br />K:3.1 <br />EVCE: 10468.88 <br />PVI STA: <br />+87.4 <br />VI ELEV:1 <br />410.13 <br />LVC:32.01 <br />GRADE <br />BREAK STA= <br />10+37 <br />5 <br />PVI S <br />A:13+87.1 <br />10350 <br />BVCS: <br />4 69.53 <br />PVI STA: <br />+92.1 <br />ELEV <br />10450.00 <br />PVI E <br />EV:10471. <br />5 <br />1035C <br />0.0% <br />PROPOSED <br />EVCS: <br />5 05.42 <br />PVI ELEV:10410.00 <br />BVCS: 5475.83 <br />LVC <br />38.60 <br />BVCE: <br />10472.72 <br />EVCE: 10410.11 <br />EVCS: 6 <br />07.84 <br />P <br />I ELEV:10 <br />53.93 <br />L <br />C:15.53 <br />EVCE: <br />10470.91 <br />10300 <br />GRADE BREAK <br />STA <br />0+88.1 <br />EVCE: 10 <br />13.72 <br />BVCS: 10 <br />58.39 <br />P <br />I STA:12+ <br />4.4 <br />1030C <br />G <br />DE BREAP <br />STA = 0 <br />F61.8 <br />EVCS: 104 <br />97.00 <br />B <br />CS: 12+3 <br />.69 <br />GRADE <br />BREAK ST <br />= 0+351 <br />CS: 12+5 <br />.21 <br />10250 <br />ELEV <br />10314. <br />5EVCE: <br />1047 <br />.94 <br />1025C <br />aD <br />MVNMO7 <br />O <br />i[ <br />7 <br />M <br />ON <br />NuO7 <br />' <br />7 <br />aD <br />7 <br />� <br />nO <br />rOl �M <br />m � <br />O? <br />NONOl <br />ONrpIl ^OO <br />' <br />nNrpl <br />p <br />O <br />�7 <br />M <br />ON <br />M <br />o <br />o1 0 <br />O( <br />,u7 <br />M <br />0 <br />^ <br /><O <br /><O <br />i011 <br />p u <br />O <br />O <br />u7 <br />O <br />u7 <br />u <br />O O <br />O <br />In <br />In <br />OpO <br />QO <br />p <br />p <br />p <br />p <br />p <br />0+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 />2+00 4+00 6+00 8+00 10+00 12+00 <br />STATION, (FEET) <br />0 100 200 FEET 0 50 100 FEET <br />HORIZONTAL VERTICAL <br />2X EXAGGERATION <br />III pj w T fLZiI•] <br />R <br />z <br />0 <br />w <br />LEGEND: <br />EXISTING GROUND CONTOURS <br />PROPOSED PHASE 3 STAGE B <br />GROUND CONTOURS <br />LIMITS OF SUBGRADE CONSTRUCTION <br />-III-III ONLY (SEE NOTE 3) <br />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 />3. SLF, GEOMEMBRANE, PIPING AND DCF WILL BE <br />CONSTRUCTED WITH PHASE 3 STAGE C. <br />3757 G <br />�SJ�NAL�� <br />FORESIGHT WEST PROVIDED THE AS -BUILT PHASE 2 TOP OF SLF SURFACE TOWEST PROVIDED THE AS -BUILT PHASE 2 TOP OF SLF SURFACE TO <br />NEWFIELDS ON SEPT. 24, 2020 IN A FILE CALLED "Clay As -built thru 9-24-20.DWG" <br />0 <br />L <br />