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C7 <br />PVI STA:65+08.82 <br />PVI ELEV:9849.76 <br />K:8.25 <br />L C:50. 0 <br />100 PVI STA:64+10.49 <br />f 9900 <br />9800 <br />9700 <br />I <br />M <br />m <br />PC: 79 7.c <br />PC: 74+82.9 <br />�1x <br />k O X tiN6 <br />10 <br />69 <br />0 <br />100 0 100 200 FEET <br />90. <br />a <br />2 <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />--- DAYLIGHT LINE <br />�- — —� CENTERLINE LINE <br />t- FLOWLINE LINE <br />10100 <br />10000 <br />i <br />VI EL <br />:984 .91 <br />63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 <br />s <br />71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 <br />87+00 88+00 <br />89+00 <br />CLIENT <br />CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />REFERENCE: <br />100 0 10o zoo Fr 100 0 10o zoo FT <br />e EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />PROJECT <br />SQUAW GULCH VLF <br />K: <br />6.15 <br />60.0 <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />HORIZONTAL VERTICAL <br />SQUAW GULCH BASE TORO — PHASE 1 — REVISED.DWG <br />MN <br />TITLE <br />(RECV MARCH 14, 2010) <br />2 <br />08/15/13 REVISE,HAULMM <br />HAUL <br />ROAD FINISHED <br />FOR CONST MCTION PBS <br />HAUL R O A D <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO PHASE 3.DWG <br />1 <br />--- `- <br />L <br />C: <br />— <br />(RECV MAY 4, 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />RE—ISSUED FOR CONSTRUCTION PBS <br />SHEET 4 O F 4 <br />JNM <br />(RECV JANUARY 13, 2011) <br />0 <br />01/07/13 ISSUED FOR CONSTRUCTION <br />CMT <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG <br />DISCLAIMER <br />(RECV JANUARY 28, 2011), <br />_ ---- <br />�� <br />DESIGNED BY <br />CMT <br />CHECKED BY <br />MEN <br />SH67 TORO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />DRAWN BY <br />CMT <br />APPROVED BY <br />BRB <br />-_ VLF2 TOPO EXPANSION 8-05-11.DWG <br />EFFORTS. RECEVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />(RECV AUGUST 9, 2011) <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />FILENAME <br />DRAWING No. <br />REV <br />O9(RECVOMAOY128,T2010 <br />AANY LIABILITYSORFLEGAL RESPONSIBILITY TO AMECSER'S <br />SOLETRISKNAND WITHOUTA <br />1 125GP75 <br />ro of <br />n vNi <br />FROMICC&V)G <br />— <br />— <br />y <br />y +� <br />+� <br />.5%--- <br />— <br />+ <br />+ <br />W <br />M <br />d <br />N <br />V U <br />j <br />- <br />mm <br />> <br />> <br />> <br />RADE <br />BREA <br />STA 75+07.59 <br />LEV <br />99 <br />9.400 <br />99 <br />EXIS <br />ING GROUND <br />M oD <br />M oD <br />L <br />m <br />-4:� <br />OJ O <br />OJ oD <br />h <br />t0 <br />h <br />a <br />n ^ <br />T <br />V) <br />h <br />c0 <br />a <br />N <br />M <br />c0 <br />O <br />h O <br />N M <br />h <br />M <br />T <br />O M <br />M <br />m O <br />N M <br />6 m <br />W ^ <br />of N <br />of M <br />0 <br />I� <br />W <br />of <br />of M <br />of O <br />c0 <br />W M <br />'0 <br />W ^ <br />N <br />I� O <br />r <br />N <br />c6 N <br />O <br />O <br />N ON <br />a N <br />M M <br />M <br />N ^ <br />N <br />a <br />of <br />a <br />of <br />a <br />of <br />M M <br />of <br />t0 N <br />of <br />r m <br />ro 00 <br />OJ p <br />W m <br />m <br />W O <br />0 O <br />O� O <br />p <br />O) O <br />N <br />O) O <br />M M <br />O� O <br />a N <br />O� O <br />O� O <br />t0 <br />O� O <br />^ <br />O� O <br />W ^ <br />O� O <br />m <br />01 O <br />O� O <br />O O <br />O O <br />O <br />p O <br />N O <br />O 0 <br />M O <br />0 O <br />O <br />O 0 <br />N O <br />0 0 <br />O <br />0 0 <br />0 <br />10100 <br />10000 <br />i <br />63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 <br />s <br />71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 <br />87+00 88+00 <br />89+00 <br />CLIENT <br />CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />REFERENCE: <br />100 0 10o zoo Fr 100 0 10o zoo FT <br />e EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />PROJECT <br />SQUAW GULCH VLF <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />HORIZONTAL VERTICAL <br />SQUAW GULCH BASE TORO — PHASE 1 — REVISED.DWG <br />MN <br />TITLE <br />(RECV MARCH 14, 2010) <br />2 <br />08/15/13 REVISE,HAULMM <br />SQUAW GULCH BASE TORO — PHASE 2.DWG <br />FOR CONST MCTION PBS <br />HAUL R O A D <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO PHASE 3.DWG <br />1 <br />07/10/13 REVISED HAUL ROAD MN <br />PLAN AND PROFILE <br />— <br />(RECV MAY 4, 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />RE—ISSUED FOR CONSTRUCTION PBS <br />SHEET 4 O F 4 <br />JNM <br />(RECV JANUARY 13, 2011) <br />0 <br />01/07/13 ISSUED FOR CONSTRUCTION <br />CMT <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DWG <br />DISCLAIMER <br />(RECV JANUARY 28, 2011), <br />DESIGNED BY <br />CMT <br />CHECKED BY <br />MEN <br />SH67 TORO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />DRAWN BY <br />CMT <br />APPROVED BY <br />BRB <br />-_ VLF2 TOPO EXPANSION 8-05-11.DWG <br />EFFORTS. RECEVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />(RECV AUGUST 9, 2011) <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />FILENAME <br />DRAWING No. <br />REV <br />O9(RECVOMAOY128,T2010 <br />AANY LIABILITYSORFLEGAL RESPONSIBILITY TO AMECSER'S <br />SOLETRISKNAND WITHOUTA <br />1 125GP75 <br />A243 <br />2 <br />FROMICC&V)G <br />