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� <br />I <br />1 � r <br />�"50' <br />1 I ' <br />BENCH <br />• <br />\ ' � <br />MCIMEMNON <br />�r <br />II�� <br />i <br />NOW <br />'.• <br />- <br />not WOMEN-, <br />MIAMI= <br />TOM <br />%ic. <br />Ir <br />Ipu <br />III ��", gill <br />SE 3 - <br />t <br />II, <br />AP <br />V <br />V <br />J <br />V <br />n <br />Reference: <br />n NEWMONT PROVIDED THE 2020 FLYOVER DATA TO NEWFIELDS ON JAN. 13, 2021 IN THE <br />� FOLLOWING FILE: "Sft topo 9-1-20.DWG'. EXISTING GROUND INCLUDES FUTURE SCHIST <br />i ISLAND PIT CONFIGURATIONS. <br />FORESIGHT WEST 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 />0 200 400 FEET <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 />PROPOSED PHASE 3 STAGE A <br />GROUND CONTOURS <br />LIMITS OF SUBGRADE CONSTRUCTION <br />ONLY (SEE NOTE 3) <br />EXISTING ROADS/TRAILS <br />NOTE: <br />1. SEE DESIGN DRAWING A290 FOR CENTERLINE <br />BENCH <br />ALIGNMENT TABLES. <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: >! A7574J <br />�SJ�NAL�� <br />