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d <br />i�e9.1 <br />I <br />P.I. NO. <br />w <br />CUR C1 <br />ul ° \t <br />dl <br />1 <br />1 <br />N <br />+ <br />N <br />\ a <br />\ m <br />BX <br />- <br />? <br />�O <br />B 1 <br />207,872.88 <br />2,039,786 66 <br />82 <br />207,965 34 <br />O <br />0 <br />O <br />p <br />p <br />0 <br />0 <br />B5 <br />0 <br />2,039,340.00 <br />2039 , 243 00 <br />°O <br />p <br />0 <br />O 0 <br />q TK -01 <br />O <br />TIDE) W <br />m <br />A <br />Q <br />q <br />o: <br />Ic° <br />2,039,363 62 <br />, <br />7 <br />CRC is0 <br />D7 <br />O <br />O <br />2,039,443.00 <br />N <br />P1. CURVE NO. I ROAD "A" <br />13 <br />o Z OAF <br />J <br />Mj <br />p <br />01 <br />� <br />- -- <br />STA.2 +00, BEG. RD. "A" <br />O <br />01 <br />q <br />01 <br />a <br />OI <br />P I. CURVE NO.3 ROAD "A" <br />JO <br />Zg <br />12 <br />W Ir <br />C <br />O <br />O <br />O <br />2,039,547.87 <br />°- <br />CENTERLIN£ <br />O <br />O <br />STA. 5+82 374, <br />END RD. "C' <br />Z,� <br />op <br />N N <br />N <br />N <br />N <br />16 <br />yj <br />N <br />IN <br />W <br />N <br />W <br />N <br />W <br />N <br />N <br />W ui <br />N <br />W W <br />W <br />W <br />W <br />pj <br />Yq <br />W <br />. 9Y <br />208,110 00 <br />21039,270 00 <br />W <br />w o <br />j� <br />08,078 04 <br />N208,400 <br />N207,900 <br />14207,800 — <br />14Y07.700 — <br />iN 207, 600 <br />E N207,500 <br />18 171_v_� <br />STA <br />2+3054 <br />16 <br />ftL CONV_NO 2 WEST__ <br />CONN_ alto <br />- \1 <br />s� <br />o c� mum <br />10 OPEN BENCH <br />x <br />0 0 <br />9r,O0, Ds 6`moo �p <br />o• <br />N 207,550 00 <br />1 57 74' <br />m STA <br />0 = <br />¢ 7 <br />�n <br />STOCXPILE <br />m <br />0 <br />o. <br />m <br />)0 0 BEG ROAD "C <br />♦ <br />w <br />I <br />P.I. NO. <br />w <br />CUR C1 <br />ul ° \t <br />dl <br />1 <br />1 <br />N <br />+ <br />N <br />\ a <br />\ m <br />BX <br />- <br />? <br />�O <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 <br />rs <br />5 <br />q TK -01 <br />207,879.04 <br />TIDE) W <br />m <br />o <br />�O <br />I <br />D6 0 V <br />o: <br />Ic° <br />2,039,363 62 <br />, <br />7 <br />CRC is0 <br />D7 <br />-• <br />FI °O <br />1 <br />2,039,443.00 <br />8 <br />P1. CURVE NO. I ROAD "A" <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 />- -- <br />STA.2 +00, BEG. RD. "A" <br />4 <br />O h P <br />PI. CURVE NO.2 ROAD "A" <br />PO4I <br />2 <br />U W <br />Z <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 <br />o <br />STA. 5+82 374, <br />END RD. "C' <br />Z,� <br />op <br />P I ON ROAD "B" <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 <br />136 67 <br />PO L. <br />a <br />2,039,20000 <br />Yq <br />p w <br />. 9Y <br />o c� mum <br />10 OPEN BENCH <br />x <br />0 0 <br />9r,O0, Ds 6`moo �p <br />o• <br />N 207,550 00 <br />1 57 74' <br />m STA <br />0 = <br />¢ 7 <br />�n <br />STOCXPILE <br />m <br />0 <br />o. <br />m <br />)0 0 BEG ROAD "C <br />♦ <br />w <br />I <br />P.I. NO. <br />w <br />CUR C1 <br />ul ° \t <br />dl <br />1 <br />1 <br />N <br />+ <br />N <br />\ a <br />\ m <br />BX <br />- <br />? <br />�O <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 <br />rs <br />5 <br />q TK -01 <br />207,879.04 <br />TIDE) W <br />m <br />o <br />�O <br />I <br />D6 0 V <br />o: <br />Ic° <br />2,039,363 62 <br />, <br />7 <br />CRC is0 <br />D7 <br />-• <br />FI °O <br />1 <br />2,039,443.00 <br />8 <br />P1. CURVE NO. I ROAD "A" <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 />- -- <br />STA.2 +00, BEG. RD. "A" <br />4 <br />O h P <br />PI. CURVE NO.2 ROAD "A" <br />PC. <br />2 <br />U W <br />Z <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 <br />o <br />STA. 5+82 374, <br />END RD. "C' <br />Z,� <br />op <br />P I ON ROAD "B" <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 <br />136 67 <br />PO L. <br />a <br />2,039,20000 <br />110 ee' <br />p w <br />PO L. <br />208,110 00 <br />21039,270 00 <br />STA. ROAD "B" <br />B <br />w o <br />j� <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 />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 <br />D - <br />5 <br />q TK -01 <br />207,879.04 <br />TIDE) W <br />m <br />o <br />�O <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 <br />o <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 <br />U W <br />Z <br />P I. CURVE NO.3 ROAD "A" <br />JO <br />IL U <br />m <br />12 <br />m <br />207,880.00 <br />z <br />STA. 10 +34.91 ANI? , <br />STA .0 +00 ROAD C" <br />a40 <br />z <br />N PT OF ROAD <br />F' <br />2,039,547.87 <br />°- <br />CENTERLIN£ <br />oN <br />208,016.09 <br />o <br />STA. 5+82 374, <br />END RD. "C' <br />Z,� <br />op <br />P I ON ROAD "B" <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 <br />w <br />Z, <br />W - <br />z _. u <br />W X O <br />v 0 <br />PT PARABOLIC CUR 1142' j <br />