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Pq <br />F27 �SE 1�-� <br />0 100 200 FEET 10600 <br />10600 <br />10550 <br />1055C <br />GRADE BR <br />:AK STA = <br />1 1 +06.3 <br />ELEV = <br />10449.12 <br />/ <br />10500 <br />1050C <br />GRADE <br />BREAK STA <br />= 10+6 <br />.3 <br />ELEV <br />= 10448 <br />91 <br />10450 <br />1045C <br />EXISTINGROUND <br />10400 <br />Zi <br />1040C <br />10350 <br />5.3%- <br />1035C <br />GRADE BREAK <br />STA <br />= 7+41.3 <br />ELEV = <br />10330.85 <br />/ <br />RADE BR <br />K STA = <br />7+68.8 <br />10300 <br />1030[ <br />:1.07 <br />PROPOSED <br />GRC <br />UND <br />10 <br />I STA:O+ <br />1.8 <br />1025o <br />1025C <br />CS: 0+3 <br />.83 <br />6.3% <br />CE: 1018 <br />.17 <br />K.3.76 <br />LVC:142.6 <br />10200 <br />CE: 1019 <br />.45 <br />/ <br />PVI STA:4 <br />16.1 <br />1020C <br />4.75 <br />K:1 <br />O6 <br />BVCE: 10 <br />98.71 <br />LVC <br />19.71 <br />EVCS: 4+ <br />7.42 <br />10150 <br />PVI <br />STA:0+10. <br />EVCE: 10 <br />28.94 <br />1015C <br />GRADE <br />3REAK STA <br />= 0+00. <br />BV <br />S: 0+00.0 <br />ELEV = <br />10181.1 <br />BV <br />E: 10181. <br />0 <br />EVC <br />: 0+19.8 <br />10100 <br />EVC <br />: 10184.16 <br />1010C <br />0(2 <br />r <br />N W <br />CO O^ <br />a <br />0 O <br />O N <br />N 7 <br />N O <br />a0 <br />r <br />O!- <br />naD <br />7M <br />W <br />f0^ <br />W �O� <br />N7 <br />00 <br />nM <br />OM <br />N7 <br />�n <br />dK <br />N <br />f0M <br />�Mov <br />Jr': <br />N to <br />O <br />D O <br />— <br />D O <br />D O <br />p O <br />D O <br />O O <br />O O <br />O O <br />D O <br />D O <br />O <br />0+00 2+00 4+00 6+00 8+00 10+00 11+06 <br />STATION, (FEET) <br />0 100 200 FEET 0 50 100 FEET <br />HORIZONTAL VERTICAL <br />2X EXAGGERATION <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 />R <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 />LIMITS OF SUBGRADE CONSTRUCTION <br />-III -11-11 ONLY (SEE NOTE 3) <br />EXISTING ROADS/TRAILS <br />NOTE: <br />1. SEE DESIGN DRAWING A290 FOR PHASE 3 <br />STAGE B/C DIVIDING BERM 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 />-J: >! 37574j"r <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 />