|
R
<br />z
<br />0
<br />W
<br />0 100 200 FEET
<br />10350
<br />10350
<br />K:2.
<br />0
<br />LVC:S
<br />.21
<br />PVI STA:1
<br />+86.8
<br />PVI E EV:1
<br />15.14
<br />10300
<br />1030C
<br />�
<br />M
<br />r
<br />to
<br />to
<br />N
<br />O
<br />K:0.40
<br />+
<br />`0
<br />0
<br />1025o
<br />1025C
<br />PVI STA:1
<br />+87.3
<br />V) LLI
<br />G)
<br />K
<br />0.40
<br />PVI ELEV:
<br />0120.00
<br />> >
<br />�a
<br />LVC:13.25
<br />BVCS: 13
<br />81.09
<br />m m
<br />2 2%
<br />I STA:13
<br />61.7
<br />BVCE: 10
<br />19.97
<br />-
<br />ozoo
<br />1020c
<br />K:25.00
<br />K:2.00
<br />CS: 13+
<br />5.09
<br />EVCE: 10
<br />21.99
<br />LVC:67.0
<br />VCE: 10117.65
<br />58.32
<br />VI STA:10
<br />66.1
<br />CS: 13+
<br />8.34
<br />r
<br />PVILSTA
<br />:2+05.7
<br />P
<br />I E EV:10
<br />0.55
<br />CE: 101
<br />9.91
<br />1g°1=
<br />10150
<br />K:8.0
<br />PVI E
<br />:10 20.00
<br />1015C
<br />LVC:56.
<br />0
<br />PVI STA:Oi
<br />72.1
<br />P
<br />I EL EV:10
<br />16.80_ O
<br />N
<br />N
<br />aD
<br />1 ro�
<br />5
<br />In M
<br />Ib
<br />OUQ
<br />UQ_
<br />10100
<br />0 000
<br />(60'
<br />�o
<br />NO
<br />rn
<br />n
<br />'
<br />1010C
<br />r�i�
<br />0^
<br />+0
<br />��
<br />+0
<br />N�
<br />00
<br />00
<br />�o
<br />+
<br />+o
<br />O
<br />O_ 1n 4j
<br />V
<br />41
<br />N
<br />LLi
<br />UU
<br />m
<br />U
<br />(%j
<br />Lj C,U
<br />>
<br />r
<br />10050
<br />&j
<br />w In
<br />t;.i m
<br />PROPOSED
<br />GROUND -IX
<br />GOaj
<br />1005C
<br />m
<br />I
<br />2.4%
<br />0.1 %
<br />.4 •
<br />10000
<br />1000C
<br />GRADE
<br />BREAK ST
<br />= 0+00.
<br />ELEV
<br />10009.99
<br />EXISTING
<br />GROUND
<br />9950
<br />I
<br />9950
<br />1
<br />EXISTING
<br />ROUND ELEVATION
<br />PROPOS
<br />D GROUN
<br />ELEVATIO
<br />�l
<br />I
<br />ssoo
<br />�
<br />ssoo
<br />ap
<br />0
<br />0
<br />WO
<br />r
<br />70
<br />u)
<br />O 1l
<br />t0
<br />C?
<br />N
<br />W
<br />u)
<br />N
<br />M
<br />11 Oj;
<br />N
<br />a
<br />a
<br />O
<br />0
<br />N
<br />00
<br />0 0
<br />r
<br />00! D0
<br />0 O
<br />00
<br />N O
<br />N O
<br />N O
<br />0 00
<br />N
<br />n0
<br />N a
<br />0 0OIn
<br />N N N U)
<br />00
<br />N N
<br />too
<br />M
<br />0 W
<br />OO
<br />IatNA
<br />m
<br />O
<br />O
<br />O
<br />mmO
<br />0
<br />O O O
<br />mO
<br />O
<br />O0
<br />O
<br />00
<br />O
<br />0
<br />O W
<br />0
<br />O
<br />O w0
<br />O
<br />C? a,
<br />0
<br />O
<br />O
<br />O
<br />OO
<br />O
<br />O
<br />0+00 2+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 />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 />14+00 16+00 18+00
<br />R
<br />Ld
<br />z
<br />0
<br />W
<br />LEGEND:
<br />EXISTING GROUND CONTOURS
<br />EXISTING PHASE 3 STAGE A
<br />GEOMEMBRANE LINER CONTOURS
<br />PROPOSED PHASE 3 STAGE C GROUND
<br />CONTOURS
<br />EXISTING ROADS/TRAILS
<br />NOTE:
<br />1. PROPOSED CONTOURS REPRESENT TOP OF
<br />SOIL LINER FILL WITHIN THE GEOMEMBRANE
<br />LIMITS AND FINISHED GRADE EVERYWHERE
<br />ELSE.
<br />2. THE GEOMEMBRANE LIMITS ARE SHOWN ON
<br />SHEET A160.
<br />STAGE C PERIMETER ACCESS ROAD
<br />ALIGNMENT TABLE
<br />STATION
<br />NORTHING
<br />EASTING
<br />DELTA (D-M-S)
<br />LENGTH (FT)
<br />RADIUS (FT)
<br />BP
<br />0+00.00
<br />59,936.53
<br />35,394.49
<br />PC
<br />1+20.15
<br />60,025.59
<br />35,475.14
<br />025-47-11
<br />85.51
<br />190.00
<br />PT
<br />2+05.66
<br />60,074.16
<br />35,544.65
<br />PC
<br />9+37.89
<br />60,349.04
<br />36,223.32
<br />006-01-58
<br />21.06
<br />200.00
<br />PT
<br />9+58.95
<br />60,355.90
<br />36,243.22
<br />PC
<br />12+89.80
<br />60,447.19
<br />36,561.23
<br />008-57-47
<br />23.47
<br />150.00
<br />PT
<br />13+13.27
<br />60,455.40
<br />36,583.19
<br />PC
<br />15+25.59
<br />60,545.06
<br />36,775.65
<br />008-18-36
<br />21.76
<br />150.00
<br />PT
<br />15+47.35
<br />60,555.64
<br />36,794.64
<br />PC
<br />17+14.54
<br />60,647.41
<br />36,934.39
<br />076-35-10
<br />33.42
<br />25.00
<br />PT
<br />17+47.96
<br />60,644.71
<br />36,965.26
<br />PT
<br />17+55.46
<br />60,639.56
<br />36,970.72
<br />PC
<br />17+86.05
<br />60,618.59
<br />36,992.98
<br />010-07-18
<br />8.83
<br />50.00
<br />PT
<br />17+94.88
<br />60,611.99
<br />36,998.84
<br />PC
<br />21+30.32
<br />60,342.63
<br />37,198.76
<br />017-04-12
<br />8.94
<br />30.00
<br />PT
<br />21+39.26
<br />60,336.35
<br />37,205.07
<br />PC
<br />22+71.47
<br />60,257.99
<br />37,31 1.55
<br />031-43-01
<br />16.61
<br />30.00
<br />PT
<br />22+88.07
<br />60,245.03
<br />37,321.60
<br />PC
<br />26+87.57
<br />59,874.46
<br />37,470.83
<br />029-25-30
<br />15.41
<br />30.00
<br />PT
<br />27+02.97
<br />59,862.23
<br />37,479.92
<br />EP
<br />E
<br />27+88.90
<br />59,808.58
<br />37,547.03
<br />_: >! S757fJ
<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 />
|