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9550 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH DMA <br />9950 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH LMT <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />DMO +00 <br />55885.22 <br />36019.87 <br />PC <br />DMO +20.19 <br />55867.76 <br />36009.74 <br />89 -32 -02 <br />22.5 <br />35.16 <br />PT <br />LMO +35.61 <br />55,768.49 <br />37,299.93 <br />07 -23 -31 <br />905 <br />116.76 <br />PT <br />DM 1 +36.94 <br />1 55763.27 <br />1 35957.82 <br />PI <br />OM3 +29.87 <br />55585.31 <br />35883.29 <br />05 -09 -51 <br />50 <br />4.51 <br />9950 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH LMT <br />9906 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH VMS <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI /PC <br />LMO+00 <br />55,794.57 <br />37,317,93 <br />PC <br />VMO +12.17 <br />54309.02 <br />36804.2 <br />89 -32 -02 <br />22.5 <br />35.16 <br />PT <br />LMO +35.61 <br />55,768.49 <br />37,299.93 <br />25 -24 -20 <br />365 <br />161.85 <br />PC <br />LM1 +17.22 <br />55,753.36 <br />37,219.27 <br />PC <br />VM2 +30.32 <br />54524.78 <br />36799.65 <br />05 -09 -51 <br />50 <br />4.51 <br />PT <br />LM1 +21.73 <br />55,752.73 <br />37,214.81 <br />15 -24 -02 <br />431.93 <br />116.1 <br />PC <br />LM2 +63.84 <br />55,739.22 <br />37,073.34 <br />PC <br />I FM5+66.85 <br />55949.88 <br />36342.2 <br />14 -31 -57 <br />11 220 <br />55.80 <br />PT /PI <br />LM3 +19.64 <br />55,726.96 <br />37,019.06 <br />07 -37 -25 <br />720 <br />95.8 <br />9906 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH VMS <br />9650 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH FM� <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />VMO +00 <br />54297.39 <br />36807.8 <br />PC <br />VMO +12.17 <br />54309.02 <br />36804.2 <br />25 -24 -20 <br />365 <br />161.85 <br />PT <br />VM 1 +74.02 <br />54469.05 <br />36791.61 <br />PC <br />VM2 +30.32 <br />54524.78 <br />36799.65 <br />74 -58 -21 <br />90 <br />117.77 <br />PT <br />UM3 +64.17 <br />54629.81 <br />366833 <br />15 -24 -02 <br />431.93 <br />116.1 <br />PT /PI <br />VM3 +46.42 <br />54640.52 <br />36800.67 <br />9650 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH FM� <br />UM BENCH CONSTRUCTION ROAD CENTERLINE <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />FMO +00 <br />56315.75 <br />36760.75 <br />PC <br />FMO+19.97 <br />56308.42 <br />36742.18 <br />10 -40 -21 <br />600 <br />111.76 <br />PT <br />FM1 +31.73 <br />56257.98 <br />36642.63 <br />PC <br />FM 1 +75.23 <br />56234.79 <br />36605.82 <br />74 -58 -21 <br />90 <br />117.77 <br />PT <br />UM3 +64.17 <br />54629.81 <br />366833 <br />22 -52 -30 <br />675 <br />269.49 <br />PT <br />FM4+44.72 <br />56050.02 <br />36412.1 <br />PC <br />I FM5+66.85 <br />55949.88 <br />36342.2 <br />04 -32 -24 <br />675 <br />53.49 <br />PRC <br />UM4 +54.72 <br />54667.38 <br />36601.35 <br />07 -37 -25 <br />720 <br />95.8 <br />PT <br />FM6 +62.65 <br />55875.2 <br />36282.31 <br />05 -15 -09 <br />100 <br />9.17 <br />PC <br />FM6 +90.77 <br />55854.48 <br />36263.3 <br />07 -34 -29 <br />1210 <br />159.97 <br />PC <br />UM5 +61.37 <br />54708.51 <br />36502.96 <br />02 -16 -23 <br />50 <br />1.98 <br />PT <br />FM6 +92.76 <br />55852.99 <br />36261.99 <br />90 -06 -36 <br />145 <br />228.04 <br />PC <br />FM7 +48.48 <br />55810.46 <br />36225.96 <br />19 -47 -51 <br />215 <br />74.29 <br />PC <br />UM9 +19.90 <br />55018.66 <br />36474.56 <br />10 -08 -59 <br />50 <br />8.86 <br />PT <br />FM7 +57.34 <br />55803.24 <br />36220.87 <br />06 -15 -50 <br />245 <br />26.78 <br />PC <br />FM8 +06.85 <br />55760.41 <br />36196.03 <br />07 -28 -51 <br />95 <br />12.4 <br />PC <br />UM12 +06.41 <br />55293.18 <br />36556.41 <br />07 -23 -18 <br />700 <br />90.27 <br />PT <br />FM8 +97.11 <br />55679.63 <br />36155.89 <br />07 -29 -39 <br />50 <br />6.54 <br />PC <br />FM 11 +04.21 <br />55488.62 <br />36075.87 <br />03 -32 -30 <br />50 <br />3.09 <br />PC <br />UM14 +05.28 <br />55475.28 <br />36636.28 <br />07 -28 -14 <br />380 <br />49.55 <br />PT <br />FM11 +53.76 <br />55441.8 <br />36059.76 <br />19 -38 -50 <br />155 <br />53.15 <br />PC <br />FM13 +74.03 <br />55229.3 <br />36001.79 <br />47 -35 -58 <br />207.5 <br />172.38 <br />PC <br />UM15 +11.30 <br />55557.7 <br />36701.92 <br />03 -31 -18 <br />50 <br />3.07 <br />PT <br />FM13+77.10 <br />55226.36 <br />36000.89 <br />04 -48 -46 <br />100 <br />8.4 <br />PC <br />FM15 +76.73 <br />55037.36 <br />35936.62 <br />49 -25 -05 <br />39.5 <br />34.07 <br />PC <br />UM15 +47.56 <br />55585.8 <br />36724.84 <br />12 -27 -38 <br />650 <br />141.36 <br />PT <br />FM 17+18.09 <br />54899.65 <br />35905.97 <br />24 -02 -20 <br />125 <br />52.44 <br />PI <br />FM17 +21.55 <br />54896.21 <br />35905.59 <br />UM BENCH CONSTRUCTION ROAD CENTERLINE <br />9750 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH HMS <br />STATION <br />NORTHING <br />EASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />UMO +00" <br />54296.76 <br />36786.06 <br />PC <br />UMO +69.10 <br />54360.54 <br />36759.46 <br />30 -47 -03 <br />330 <br />177.3 <br />PRC <br />UM2 +46.40 <br />54534.32 <br />36737.37 <br />PC <br />HM7 +21.40 <br />55838.7 <br />36526.81 <br />74 -58 -21 <br />90 <br />117.77 <br />PT <br />UM3 +64.17 <br />54629.81 <br />366833 <br />07 -37 -16 <br />1150 <br />152.97 <br />PC <br />UM4 +01.23 <br />54644.4 <br />36649.63 <br />PC <br />HM8 +95.37 <br />55703.97 <br />36417 <br />04 -32 -24 <br />675 <br />53.49 <br />PRC <br />UM4 +54.72 <br />54667.38 <br />36601.35 <br />15 -30 -03 <br />225 <br />60.87 <br />PT <br />HM9 +56.24 <br />55654.13 <br />36382.38 <br />05 -15 -09 <br />100 <br />9.17 <br />PT <br />UM4 +63.88 <br />54671.26 <br />36593.05 <br />07 -34 -29 <br />1210 <br />159.97 <br />PC <br />UM5 +61.37 <br />54708.51 <br />36502.96 <br />04 -18 -13 <br />320 <br />24.04 <br />PT <br />HM10 +18.37 <br />55598.39 <br />36354.95 <br />90 -06 -36 <br />145 <br />228.04 <br />PT <br />UM7 +89.42 <br />54898.17 <br />36424.47 <br />19 -47 -51 <br />215 <br />74.29 <br />PC <br />UM9 +19.90 <br />55018.66 <br />36474.56 <br />07 -28 -25 <br />230 <br />30 <br />PT <br />HM12 +53.34 <br />55380.99 <br />36266.01 <br />06 -15 -50 <br />245 <br />26.78 <br />PT <br />UM9+46.68 <br />55043.9 <br />36483.47 <br />07 -28 -51 <br />95 <br />12.4 <br />PC <br />UM12 +06.41 <br />55293.18 <br />36556.41 <br />03 -31 -33 <br />50 <br />3.08 <br />PT <br />HM14 +78.89 <br />55163.42 <br />36206.58 <br />07 -29 -39 <br />50 <br />6.54 <br />PT <br />UM12 +12.95 <br />55299.31 <br />36558.65 <br />03 -32 -30 <br />50 <br />3.09 <br />PC <br />UM14 +05.28 <br />55475.28 <br />36636.28 <br />47 -37 -38 <br />425 <br />353.28 <br />PT <br />HM20 +38.82 <br />54625.9 1 <br />36170.17 <br />19 -38 -50 <br />155 <br />53.15 <br />PT <br />UM14 +58.43 <br />55519.32 <br />36665.57 <br />47 -35 -58 <br />207.5 <br />172.38 <br />PC <br />UM15 +11.30 <br />55557.7 <br />36701.92 <br />PC <br />JM17 +24.51 <br />54634.39 <br />36410.95 <br />04 -48 -46 <br />100 <br />8.4 <br />PT <br />UM15 +19.70 <br />55564.03 <br />36707.44 <br />49 -25 -05 <br />39.5 <br />34.07 <br />PC <br />UM15 +47.56 <br />55585.8 <br />36724.84 <br />24 -02 -20 <br />125 <br />52.44 <br />PT <br />UM1.6 +00 <br />55618.8 <br />36765.1 <br />PC <br />UM16 +84.66 <br />55657.66 <br />36840.31 <br />01 -44 -09 <br />2675 <br />81.04 <br />PRC <br />UM17 +65.69 <br />55695.94 <br />36911.73 <br />38 -09 -28 <br />190 <br />126.54 <br />PT <br />UM18 +92.23 <br />55717.46 <br />37034.06 <br />PC <br />22 +98.41 <br />55653.22 <br />37435.13 <br />23 -59 -40 <br />50 <br />20.94 <br />PT <br />iUM23+19.35 <br />55654.27 <br />37455.89 <br />24 +78.23 <br />55695.11 <br />37609.44 <br />9750 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH HMS <br />0 13/02/12 1 ISSUED FOR CONSTRUCTION <br />DISCLAIMER <br />9850 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH JM� <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />HMO +00 <br />56166.71 <br />37129.19 <br />PC <br />HM1 +73.65 <br />56144.79 <br />36956.92 <br />47 -50 -18 <br />540 <br />450.86 <br />PT <br />HM6 +24.52 <br />55918.15 <br />36582.25 <br />PC <br />HM7 +21.40 <br />55838.7 <br />36526.81 <br />07 -37 -16 <br />1150 <br />152.97 <br />PT <br />HM8 +74.37 <br />55719.45 <br />36431.19 <br />PC <br />HM8 +95.37 <br />55703.97 <br />36417 <br />52 -52 -37 <br />335 <br />309.16 <br />PT <br />JM4 +45.13 <br />55791.64 <br />36756.13 <br />15 -30 -03 <br />225 <br />60.87 <br />PT <br />HM9 +56.24 <br />55654.13 <br />36382.38 <br />PC <br />HM9 +94.34 <br />55620.19 <br />36365.06 <br />07 -34 -29 <br />1210 <br />159.97 <br />PT <br />JM7 +09.52 <br />55581.36 <br />36596.28 <br />04 -18 -13 <br />320 <br />24.04 <br />PT <br />HM10 +18.37 <br />55598.39 <br />36354.95 <br />PC <br />HM12 +23.34 <br />55409.34 <br />36275.76 <br />19 -47 -51 <br />215 <br />74.29 <br />PT <br />JM7 +88.14 <br />55515.91 <br />36553.5 <br />07 -28 -25 <br />230 <br />30 <br />PT <br />HM12 +53.34 <br />55380.99 <br />36266.01 <br />PC <br />HM14 +75.81 <br />55166.36 <br />36207.48 <br />07 -28 -51 <br />95 <br />12.4 <br />PT <br />JM10 +01.18 <br />55319.13 <br />36471.96 <br />03 -31 -33 <br />50 <br />3.08 <br />PT <br />HM14 +78.89 <br />55163.42 <br />36206.58 <br />PC <br />HM16 +85.53 <br />54967.77 <br />36140.05 <br />03 -32 -30 <br />50 <br />3.09 <br />PT <br />JM12 +28.30 <br />55100.03 <br />36412.14 <br />47 -37 -38 <br />425 <br />353.28 <br />PT <br />HM20 +38.82 <br />54625.9 1 <br />36170.17 <br />PI <br />HM20 +65.73 <br />54602.32 <br />36183.15 <br />47 -35 -58 <br />207.5 <br />172.38 <br />0 13/02/12 1 ISSUED FOR CONSTRUCTION <br />DISCLAIMER <br />9850 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH JM� <br />9850 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH TM) <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />JMO +00 <br />55964.4 <br />37150.56 <br />PC <br />JMO +31.41 <br />55958.36 <br />37119.74 <br />02 -42 -14 <br />50 <br />2.36 <br />PT <br />JMO +33.77 <br />55957.85 <br />37117.43 <br />PC <br />JM1 +25.82 <br />55935.9 <br />37028.03 <br />11 -37 -02 <br />50 <br />10.14 <br />PRC <br />JM1 +35.96 <br />55934.5 <br />37018.01 <br />PC <br />TM2 +17.80 <br />54553.93 <br />36627.86 <br />52 -52 -37 <br />335 <br />309.16 <br />PT <br />JM4 +45.13 <br />55791.64 <br />36756.13 <br />73 -48 -11 <br />37.5 <br />48.3 <br />PC <br />JM5 +49.55 <br />55706.05 <br />36696.31 <br />07 -34 -29 <br />1210 <br />159.97 <br />PT <br />JM7 +09.52 <br />55581.36 <br />36596.28 <br />PC <br />JM7+13.85 <br />55578.17 <br />36593.36 <br />19 -47 -51 <br />215 <br />74.29 <br />PT <br />JM7 +88.14 <br />55515.91 <br />36553.5 <br />PC <br />JM9 +88.78 <br />55330.85 <br />36475.99 <br />07 -28 -51 <br />95 <br />12.4 <br />PT <br />JM10 +01.18 <br />55319.13 <br />36471.96 <br />PC <br />JM12 +25.21 <br />55102.99 <br />36413.05 <br />03 -32 -30 <br />50 <br />3.09 <br />PT <br />JM12 +28.30 <br />55100.03 <br />36412.14 <br />PC <br />JM14 +42.09 <br />54897.63 <br />36343.29 <br />47 -35 -58 <br />207.5 <br />172.38 <br />PT <br />JM16 +14.48 <br />54730.8 <br />36357.92 <br />PC <br />JM17 +24.51 <br />54634.39 <br />36410.95 <br />49 -25 -05 <br />39.5 <br />34.07 <br />PT /PI <br />JM17 +58.58 <br />54601.45 <br />36413.31 <br />9850 ELEVATION CONSTRUCTION ROAD CENTERLINE <br />(BENCH TM) <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />MILL SITE EARTHWORKS <br />TITLE <br />OVERBURDEN STORAGE AREA <br />CONSTRUCTION ROAD <br />HORIZONTAL ALIGNMENT DATA <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS OR <br />SUCH amec <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION <br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT T <br />USER'S <br />SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. <br />DESIGNED BY I CMT I CHECKED BY I JNM <br />DRAWN BY I CMT APPROVED BY <br />FILENAME DRAWING Ni <br />74201125KDO6 A440 <br />JNM <br />REV <br />0 <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />TMO +00 <br />54587.03 <br />36417.45 <br />PC <br />TMO +00 <br />54587.03 <br />36417.45 <br />71 -15 -27 <br />7.5 <br />9.33 <br />PT <br />TMO +09.33 <br />54581.7 <br />36424.38 <br />PC <br />TM 1 +48.24 <br />54576.92 <br />36563.21 <br />28 -42 -34 <br />107.5 <br />53.87 <br />PT <br />TM2 +02.11 <br />54561.93 <br />36614.36 <br />PC <br />TM2 +17.80 <br />54553.93 <br />36627.86 <br />73 -48 -11 <br />37.5 <br />48.3 <br />PRC <br />TM2 +66.10 <br />54512.29 <br />36645.03 <br />27 -15 -27 <br />342.5 <br />162.94 <br />PT <br />TM4 +29.04 <br />54350.91 <br />36642.62 <br />PI <br />TM4 +60.93 <br />54319.8 <br />36649.67 <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />MILL SITE EARTHWORKS <br />TITLE <br />OVERBURDEN STORAGE AREA <br />CONSTRUCTION ROAD <br />HORIZONTAL ALIGNMENT DATA <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS OR <br />SUCH amec <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION <br />ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT T <br />USER'S <br />SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. <br />DESIGNED BY I CMT I CHECKED BY I JNM <br />DRAWN BY I CMT APPROVED BY <br />FILENAME DRAWING Ni <br />74201125KDO6 A440 <br />JNM <br />REV <br />0 <br />