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970C <br />z <br />4 960C <br />w <br />950C <br />9400 <br />m <br />rn <br />of <br />rn <br />100 0 100 200 FEET <br />14+00 15+00 16+00 <br />17+00 18- <br />REFERENCE: <br />= EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING <br />THE FOLLOWING FILL ' <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />PROJECT <br />SQUAW GULCH VLF <br />A SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 2.DWG <br />08/15/13 REVISED HAUL ROAD PER AMES COMM. AN <br />RE -ISSUED FOR CONSTRUCTION PRS <br />i (RECV APRIL 24, 2010) <br />n SQUAW GULCH BASE TOPO - PHASE 3.DWG <br />R ROAD <br />07/10/13 RE -ISS EIDEFFORAUL CONSTRUCTION ANPBS <br />(RECV MAY 4, 2010) <br />01/07/13 ISSUED FOR CONSTRUCTION 77_77SHEET <br />CMT <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />- (RECV JANUARY 13, 2011) <br />CMT <br />ROAD FINISH D <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DV­ <br />, <br />DRAWN BY <br />(RECV JANUARY 28, 2011) <br />SH67 TOPO 7-07-11.DWG <br />APPROVED BY BRB <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />EFFORTS. RECEVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />(RECV JULY 11, 2011) <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />OF THE DATAANY LIABILITYOR CONTENTSOR FLEGAL RESPONSIBILITY TO AMECSER'S <br />ADAPATIOTHIS DRAWING SHALL BE AT U <br />SOLETRISKNAND WITHOUTA <br />ame <br />VLF2 TORO EXPANSION 8-05-11.DWG <br />DRAWING No. <br />A241 <br />(RECV AUGUST 9, 2011) <br />0 09028-COMOSITE-TOPO MILE LIMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />HAUL <br />E <br />JSTINC GRO <br />ND <br />N <br />rn <br />in <br />rn <br />rn <br />m <br />M <br />Orn <br />rn <br />da� <br />rn <br />M <br />M rn <br />rn <br />rnNN <br />M rn <br />rn <br />M <br />M rn <br />m <br />c0 1 <br />M rn <br />m <br />rr <br />M rn <br />m <br />M rn <br />rn <br />r <br />M rn <br />rn <br />c0 rn <br />M rn <br />m <br />c0 0 <br />M rn� <br />m <br />c0 rn <br />m rn� <br />m rn� <br />�roco <br />N r <br />m rn� <br />O <br />m rn� <br />m rn� <br />M <br />m rn� <br />m rn� <br />m rn� <br />M <br />m rn� <br />m <br />r <br />m rn <br />14+00 15+00 16+00 <br />17+00 18- <br />REFERENCE: <br />= EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING <br />THE FOLLOWING FILL ' <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />PROJECT <br />SQUAW GULCH VLF <br />A SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 2.DWG <br />08/15/13 REVISED HAUL ROAD PER AMES COMM. AN <br />RE -ISSUED FOR CONSTRUCTION PRS <br />i (RECV APRIL 24, 2010) <br />n SQUAW GULCH BASE TOPO - PHASE 3.DWG <br />R ROAD <br />07/10/13 RE -ISS EIDEFFORAUL CONSTRUCTION ANPBS <br />(RECV MAY 4, 2010) <br />01/07/13 ISSUED FOR CONSTRUCTION 77_77SHEET <br />CMT <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />- (RECV JANUARY 13, 2011) <br />CMT <br />CHECKED BY MEN <br />CCV TORO EXPANSION 01-28-11 SOUTH AREA.DV­ <br />, <br />DRAWN BY <br />(RECV JANUARY 28, 2011) <br />SH67 TOPO 7-07-11.DWG <br />APPROVED BY BRB <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />EFFORTS. RECEVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />(RECV JULY 11, 2011) <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />OF THE DATAANY LIABILITYOR CONTENTSOR FLEGAL RESPONSIBILITY TO AMECSER'S <br />ADAPATIOTHIS DRAWING SHALL BE AT U <br />SOLETRISKNAND WITHOUTA <br />ame <br />VLF2 TORO EXPANSION 8-05-11.DWG <br />DRAWING No. <br />A241 <br />(RECV AUGUST 9, 2011) <br />0 09028-COMOSITE-TOPO MILE LIMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />19+00 20+00 21 <br />40.0— <br />(NP)I � 7.0' HIGH SAFETY BERM <br />27 <br />100 0 100 200 FT 100 0 100 200 FT <br />HORIZONTAL VERTICAL <br />01 <br />80.0' TRAVEL LANE <br />HAUL ROAD FINISHED GRADE <br />CHAUL ROAD ALIGNMENT REFERENCE POINT <br />/ AGE PATH ARMOR DRAIN <br />C (Optional) <br />K2 K2 K2 K2 K2 TYPICAL HAUL ROAD SECTION <br />C1,200 A210 A241 A242 A243"FROM STA. 32+50 TO END <br />2.0 MIN. <br />1 F--- <br />31 <br />37 <br />ND: <br />&—i EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />e! PROPOSED GROUND SURFACE CONTOUR AND EL. FEET <br />— DAYLIGHT LINE <br />-� CENTERLINE LINE <br />(- FLOWLINE LINE <br />9700 <br />9600 <br />9500 <br />9400 <br />n <br />P <br />550e <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />SQUAW GULCH VLF <br />2 <br />08/15/13 REVISED HAUL ROAD PER AMES COMM. AN <br />RE -ISSUED FOR CONSTRUCTION PRS <br />TITLE HAUL ROA D <br />PLAN A N D PROFILE <br />2 OF 4 <br />1 <br />R ROAD <br />07/10/13 RE -ISS EIDEFFORAUL CONSTRUCTION ANPBS <br />0 <br />01/07/13 ISSUED FOR CONSTRUCTION 77_77SHEET <br />CMT <br />DISCLAIMER <br />DESIGNED BY <br />CMT <br />CHECKED BY MEN <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />, <br />DRAWN BY <br />CMT <br />APPROVED BY BRB <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />EFFORTS. RECEVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />OF THE DATAANY LIABILITYOR CONTENTSOR FLEGAL RESPONSIBILITY TO AMECSER'S <br />ADAPATIOTHIS DRAWING SHALL BE AT U <br />SOLETRISKNAND WITHOUTA <br />ame <br />FILENAME <br />1 125GP73 <br />DRAWING No. <br />A241 <br />REV <br />2 <br />