|
CJ
<br />0
<br />_
<br />_
<br />_ = x
<br />KK
<br />E. 35,000
<br />O
<br />O
<br />1�
<br />E. X36,000
<br />1
<br />Ji
<br />I
<br />I
<br />CARLTON
<br />x �Tbx1L '� MILL . 37,00E
<br />I N
<br />CORNER COORDINATES
<br />SHAFT
<br />NORTHWEST
<br />NORTHING EASTING
<br />NORTHEAST
<br />NORTHING EASTING
<br />SOUTHEAST
<br />NORTHING EASTING
<br />SOUTHWEST
<br />NORTHING EASTING
<br />RAVEN BEACON
<br />51,706
<br />=
<br />x
<br />x
<br />51,656
<br />36,437
<br />51,656
<br />36,387
<br />=
<br />51,467
<br />36,152
<br />51,467
<br />=
<br />51,357
<br />o
<br />51,357
<br />36,152
<br />SHAFT #3
<br />0
<br />_
<br />_
<br />_ = x
<br />KK
<br />E. 35,000
<br />O
<br />O
<br />1�
<br />E. X36,000
<br />1
<br />Ji
<br />I
<br />I
<br />CARLTON
<br />x �Tbx1L '� MILL . 37,00E
<br />I N
<br />CORNER COORDINATES
<br />SHAFT
<br />NORTHWEST
<br />NORTHING EASTING
<br />NORTHEAST
<br />NORTHING EASTING
<br />SOUTHEAST
<br />NORTHING EASTING
<br />SOUTHWEST
<br />NORTHING EASTING
<br />RAVEN BEACON
<br />51,706
<br />36,387
<br />51,706
<br />36,437
<br />51,656
<br />36,437
<br />51,656
<br />36,387
<br />LITTLE NELL #3
<br />51,467
<br />36,152
<br />51,467
<br />36,262
<br />51,357
<br />36,262
<br />51,357
<br />36,152
<br />SHAFT #3
<br />51,315
<br />36,153
<br />51,315
<br />36,203
<br />51,265
<br />36,203
<br />51,265
<br />36,153
<br />ORE HOUSE SHAFT
<br />51,357
<br />36,169
<br />51,357
<br />36,219
<br />51,316
<br />36,219
<br />51,316
<br />36,169
<br />OLD SHAFT
<br />51,043
<br />36,074
<br />51,043
<br />36,124
<br />50,993
<br />36,124
<br />50,993
<br />36,074
<br />HARCOURT SHAFT
<br />51,310
<br />36,347
<br />51,310
<br />36,397
<br />51,260
<br />36,397
<br />51,260
<br />36,347
<br />\\ Xgdl� °• >,
<br />' k ° Commonwealth Tunnel 9450 \'
<br />• `s
<br />O [ \N
<br />e Geologic contact
<br />i
<br />I+ 4v� Tbx IL based on underground
<br />° • workings
<br />%� ZS \ level:8975 Xgd
<br />sloped area - t1evel:9J?7 Commonwealth I s
<br />Collor. level.9123 Tbx 7 f
<br />level:9425 (stoped from 9325 to 9425)
<br />eve1:93 "
<br />25 0� d
<br />(not shown, limited drifting) / ,�p /
<br />In : - -45
<br />evel-Q Raven Beaconryy
<br />level:9178 (not shown, limited drifting)
<br />• % level.-9147 (not shown) / & ° 51,681 N 36,4 Q i
<br />° IIlevel.-9046 (not shown) 12E ,
<br />level :8996 (not shown) Little Nell #3
<br />_ °„s 51,382 N / Little Nell 2 ' r
<br />f 36,237E 51,722N
<br />efGel9 57 36,399E %
<br />_
<br />• /
<br />/ SP o�
<br />� �o3i5
<br />i
<br />i
<br />i
<br />,
<br />1
<br />\Olt'
<br />°r
<br />s
<br />\
<br />U
<br />`b
<br />J•� \,'�
<br />,haalft #3 Harco rt��
<br />1 56,'98 E Shaft I
<br />51,285 N �" x
<br />�
<br />36, 372E
<br />Shaft
<br />57,0" N
<br />36, 099 E /
<br />V
<br />\
<br />I
<br />Geologic contact / x
<br />based on surface i
<br />mapping
<br />Tbx 1L
<br />//,
<br />X9
<br />a
<br />= x
<br />x x
<br />X o
<br />°
<br />`1 1
<br />i
<br />1 p
<br />I
<br />1
<br />I'
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />i
<br />I
<br />i I
<br />n
<br />� 1
<br />°
<br />IL o / ° °
<br />E. 35, OW O E. 36,000 37,000 0 E. 38,000
<br />O
<br />E. 38000
<br />I N. 52,000
<br />i N. 51,000
<br />N. 50,000
<br />N. 49,0001
<br />SOIL LINER FILL SUBGRADE-�
<br />NOTE 3)
<br />6" MIN. SELECT STRUCTURAL FILL
<br />6" MIN. SELECT STRUCTURAL FILL
<br />COMPACTED FOUNDATION MATERIAL
<br />SECOND LAYER OF UX1700 HS GEOGRID
<br />(INSTALLED APPROXIMATELY PARALLEL
<br />TO SLOPE DIRECTION)
<br />FIRST LAYER OF UX1700 HS GEOGRID
<br />(INSTALLED APPROXIMATELY TRANSVERSE
<br />TO SLOPE DIRECTION)
<br />NOTES:
<br />1994/1995 POST- CONSTRUCTION TOPOGRAPHY
<br />9500 LEVEL UNDERGROUND WORKINGS
<br />1. B
<br />9400 LEVEL UNDERGROUND WORKINGS
<br />1. CONTRACTOR
<br />TO
<br />INSTALL DIRECTION
<br />OF MAXIMUM STRENGTH FOR THE SECOND
<br />LAYER OF
<br />UX1700 HS GEOGRID
<br />TRANSVERSE
<br />TO
<br />THE DIRECTION OF
<br />MAXIMUM STRENGTH FOR THE FIRST LAYER
<br />OF UX1700 HS GEOGRID.
<br />2. CONTRACTOR
<br />TO
<br />INSTALL A 50' BY
<br />50' (MIN.) GRID FOR THE RAVEN BEACON
<br />SHAFT, OLD
<br />SHAFT,
<br />ORE HOUSE
<br />SHAFT,
<br />HARCOURT SHAFT AND SHAFT #3, AND A 110' BY 110' (MIN.) GRID FOR THE
<br />LITTLE NELL
<br />#3.
<br />3. CONTRACTOR
<br />TO
<br />PLACE A MINIMUM
<br />OF 18" OF COMPACTED STRUCTURAL FILL
<br />OVER A 20'
<br />WIDTH CENTERED
<br />ALONG THE
<br />LEAK
<br />DETECTION TRENCH
<br />CENTERLINE, TRANSITIONING TO 0" THICK
<br />OVER A 5'
<br />DISTANCE.
<br />GEOGRID CAP INSTALLATION DETAIL (TYP.) t
<br />N.T.S.
<br />LEGEND
<br />i
<br />i
<br />!
<br />I
<br />! � 1
<br />!
<br />� � I
<br />I
<br />I i I
<br />Its
<br />Q.
<br />r1 i
<br />, IL93 I❑
<br />I�
<br />iw
<br />! o :❑
<br />m N ig la
<br />NOTES:
<br />1994/1995 POST- CONSTRUCTION TOPOGRAPHY
<br />9500 LEVEL UNDERGROUND WORKINGS
<br />1. B
<br />9400 LEVEL UNDERGROUND WORKINGS
<br />9300 LEVEL UNDERGROUND WORKINGS
<br />_INFIER P IIND
<br />9100 LEVEL UNDERGROUND WORKINGS
<br />/
<br />8900 LEVEL U�-- RGROUND WORKINGS
<br />-- - - - - - - - -
<br />LIMITS OF PHASE I PAD
<br />-- - - - ---
<br />LIMITS OF PHAS, 11 PAD
<br />- - -
<br />APPROXIMATE ALIGNMENT OF LEAK DETECTION TRENCH IN
<br />VICINITY OF UNDERGROUND WORKING GEOGRID CAPS (NOTE 5)A
<br />°
<br />UNDERGROUND WORKINGS COLLARS
<br />x
<br />FEATURE ASSOCIATED WITH PREVIOUS MINING ACTIVITIES
<br />11
<br />LIMIT OF UNDERGROUND WORKINGS GEOGRID CAP t
<br />i
<br />i
<br />!
<br />I
<br />! � 1
<br />!
<br />� � I
<br />I
<br />I i I
<br />Its
<br />Q.
<br />r1 i
<br />, IL93 I❑
<br />I�
<br />iw
<br />! o :❑
<br />m N ig la
<br />NOTES:
<br />Ehai 0mm
<br />zpx, v °
<br />1. B
<br />BASE TOPOGRAPHY PROVIDED BY THE CRIPPLE CREEK & VICTOR GOLD MINING €
<br />SCALE IN FEET NGS
<br />0 100 200 400
<br />Denver, COlOrSCIO DRAB TMC DAB
<br />NOV. 1995
<br />CHECKED TM SCALE AS SHOWN
<br />RRV[EWED JOB NO.
<br />1 3/22/96 GEOGRID CAP LAYOUT REVISION 943-2847
<br />REP.
<br />0 2/23/96 ISSUED FOR CONSTRUCTION KAW AM •} -s NO D074
<br />REV. DATE DESCRIPTION DR. BY APP. BY FILE NO. 2847DO74 DWG. NO. 3
<br />
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