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<br />JO
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<br />C
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<br />2,039,547.87
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<br />Z,�
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<br />m STA
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<br />0
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<br />207,872.88
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<br />2,039,964 76
<br />83
<br />207,787.63
<br />2,039,58673
<br />B4
<br />207,776 48
<br />2,039,450 51
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<br />2,039,340.00
<br />2039 , 243 00
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<br />2,039,443.00
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<br />13
<br />o Z OAF
<br />J
<br />STA. 2 +40.00,
<br />RD. "A"
<br />njo¢
<br />¢ bh
<br />208,110.00
<br />- --
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<br />4
<br />O h P
<br />PI. CURVE NO.2 ROAD "A"
<br />PO4I
<br />2
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<br />P I. CURVE NO.3 ROAD "A"
<br />JO
<br />Zg
<br />9 +84.91
<br />12
<br />m
<br />207,880.00
<br />z
<br />STA. 10 +34.91 ANI? ,
<br />STA .0 +00 ROAD C"
<br />N PT OF ROAD
<br />F'
<br />2,039,547.87
<br />°-
<br />CENTERLIN£
<br />oN
<br />208,016.09
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<br />STA. 5+82 374,
<br />END RD. "C'
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<br />= W
<br />21039,387.00
<br />STA. 2+02.00,
<br />RD. 'e"
<br />16
<br />EL86200
<br />208,025.00
<br />S 85019.17
<br />W
<br />w �
<br />PO L.
<br />S 05019'17"W-
<br />2,039,27000
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<br />0
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<br />♦
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<br />I
<br />P.I. NO.
<br />w
<br />CUR C1
<br />ul ° \t
<br />dl
<br />1
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<br />+
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<br />-
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<br />B 1
<br />207,872.88
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<br />82
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<br />2,039,964 76
<br />83
<br />207,787.63
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<br />B4
<br />207,776 48
<br />2,039,450 51
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<br />207,767.44
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<br />13
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<br />J
<br />STA. 2 +40.00,
<br />RD. "A"
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<br />208,110.00
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<br />PI. CURVE NO.2 ROAD "A"
<br />PC.
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<br />12
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<br />N PT OF ROAD
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<br />2,039,547.87
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<br />END RD. "C'
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<br />= W
<br />21039,387.00
<br />STA. 2+02.00,
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<br />EL86200
<br />208,025.00
<br />S 85019.17
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<br />21039,270 00
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<br />B
<br />w o
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<br />08,078 04
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<br />0 0?
<br />y.¢
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<br />21
<br />PROCESS WATER TANK
<br />W
<br />2,039,075.75
<br />PLAN OF WIDENING INSIDE EDGE
<br />OF ROAD -ROAD
<br />B
<br />CURVE Pi. STATION
<br />6
<br />94
<br />24
<br />—O'FLO TRENCH
<br />i (II
<br />TABULATION OF CONTROL POINTS
<br />EL. 8620.0, NORTH EDGE OF BERM
<br />I
<br />P.I. NO.
<br />NORTHING
<br />EASTING
<br />BX
<br />208,114 62
<br />2,040,252 37
<br />B 1
<br />207,872.88
<br />2,039,786 66
<br />82
<br />207,965 34
<br />2,039,964 76
<br />83
<br />207,787.63
<br />2,039,58673
<br />B4
<br />207,776 48
<br />2,039,450 51
<br />B5
<br />207,767.44
<br />2,039,340.00
<br />2039 , 243 00
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<br />5
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<br />207,879.04
<br />TIDE) W
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<br />I
<br />O'FLOW DRAIN WP
<br />207,714 16
<br />2,039,363 62
<br />,
<br />REFERENCE DRAWINGS
<br />COPYRIGHT© M0nproc Engineers Inc.
<br />This dravmlg remains the
<br />property of Mlnproc
<br />Engineers Inc and may SUITE C300 5600 S QUEBEC ENGLEWOOD, COLORADO 80111
<br />not be copied in any way TELEPHONE (303) 721 -9111
<br />without prior written ap-
<br />proval ftm" this company FAX (303) 721 -9009
<br />CL CURVE= 35 56 0
<br />COORDINATES DESCRIPTION
<br />NORTHING
<br />EASTING
<br />STATION a ROAD
<br />I
<br />CENTER OF STOCKPILE
<br />208,005 00
<br />:ENTERLINE to
<br />D2
<br />2
<br />WP CONVEYOR I @ CRUSHING
<br />STATION
<br />¢w
<br />)F ROAD 1606 072'1678 Qa�>,
<br />2,039,888 98
<br />DROP INLET NO. 1
<br />3
<br />P1. CONVEYOR 2 8 CONVEYOR 3
<br />208,005 00
<br />22039,402.50
<br />DD"
<br />E OF LONG TANGENT o-�
<br />P I. SAG MILL 6 CONVEYOR 2
<br />'
<br />2039 , 243 00
<br />D -
<br />5
<br />q TK -01
<br />207,879.04
<br />TIDE) W
<br />m
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<br />�O
<br />I
<br />O'FLOW DRAIN WP
<br />207,714 16
<br />2,039,363 62
<br />,
<br />7
<br />CRC is0
<br />968'
<br />PO L
<br />207,825.20
<br />2,039,443.00
<br />8
<br />P1. CURVE NO. I ROAD "A"
<br />208,110 00
<br />o Z OAF
<br />J
<br />STA. 2 +40.00,
<br />RD. "A"
<br />PT PARABOLIC
<br />¢ bh
<br />208,110.00
<br />, CURVE
<br />STA.2 +00, BEG. RD. "A"
<br />4
<br />O h P
<br />PI. CURVE NO.2 ROAD "A"
<br />207,66500
<br />2
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<br />P I. CURVE NO.3 ROAD "A"
<br />JO
<br />IL U
<br />m
<br />12
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<br />STA. 10 +34.91 ANI? ,
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<br />a40
<br />z
<br />N PT OF ROAD
<br />F'
<br />2,039,547.87
<br />°-
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<br />208,016.09
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<br />STA. 5+82 374,
<br />END RD. "C'
<br />Z,�
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<br />= W
<br />21039,387.00
<br />STA. 2+02.00,
<br />RD. 'e"
<br />16
<br />END ROAD "B"
<br />208,025.00
<br />o
<br />STA. 2 +65 54
<br />w �
<br />PO L.
<br />208,210.00
<br />2,039,27000
<br />PC PARABOLIC
<br />PO L.
<br />a
<br />2,039,20000
<br />CURVE
<br />p w
<br />PO L.
<br />208,110 00
<br />21039,270 00
<br />STA. ROAD "B"
<br />B
<br />w o
<br />N W CORNER OF MILL BLDG Ct COL R-3
<br />08,078 04
<br />w 4M
<br />0 0?
<br />y.¢
<br />La
<br />21
<br />PROCESS WATER TANK
<br />W
<br />2,039,075.75
<br />PLAN OF WIDENING INSIDE EDGE
<br />OF ROAD -ROAD
<br />B
<br />CURVE Pi. STATION
<br />23
<br />SCALE C-20'
<br />DUMP HOPPER AND
<br />CRUSHING PLANT
<br />I
<br />y0
<br />tA/30
<br />LEGEND
<br />2 +00
<br />--h --- EVEN STATIOHSfON CENTERLINE OF ROADS
<br />U`
<br />BUILDING COLUMN LINES
<br />O
<br />{ Z I CONTROL POINTS
<br />DENOTES ROADS OR ACCESS WAYS
<br />I
<br />ED CONCRETE RAMPS, STOOPS ETC.
<br />-_ 1�1— SURVEY CONTROL POINT
<br />M n M —I UARD POSTS PLACED 8 C
<br />SEE DETAIL
<br />A BS -002
<br />I
<br />CENTERLINE OF ROAD "8'
<br />a - -
<br />p °
<br />Q O
<br />0
<br />a o
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<br />Z,
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<br />z _. u
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<br />PT PARABOLIC CUR 1142' j
<br />
|