2012-02-28_REVISION - M1980244 (23)

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_ �� %/ PC 36+22.87 AN L +93. 1 P — 4 3 +97. PC 33+ PT 2 = 31 PC 2 +97.20 100 0 100 200 FEET 10100 10100 �� ■ ■iiii ;ECV FROM FORESIGHT WEST SURVEYING, INC.: SQUAW GULCH BASE TYPO - PHASE 1 - RES9SED.DWG Z ■iiiiii i SQUAW GULCH BASE TORO - P! -IASE 2.DWG K(RECV APRIL 24, 2010) SQUAW GULCH BASE TORO - PHASE 3.DWG ■ ■■ ■ ■■ (RECV JANUARY 13, 2011) ■i CCV 'TOPO EXPANSION 01 -28 -11 SOUTH AREA.DWG ■■ (RECV JANUARY 28, 201 1) iii■ SH67 TORO 7- 07-- 11.DWG (RECV JULY 11, 2011) ■ ■ii (RECV AUGUST 9, 2011) ■iiiiiii COMO&TE -TOPO MILE LIMITS.DWG _ (RECV MAY 28, 2010 FROM CC &V) ■i ■ ■iiiiiiiiiiiii ■� mum, IN . ■ii ,.• • ,. . = iii�ii ■iiii ■ ■ii ■iiiii ■iiiiii �� ' : � � ■ ■■ ii ■iiiii ■ ■iiiiiiiiiii ■i ■ ■ii ■iii ■i ■ ■iiiiiiii ■iiiiii ■iiiiiii ■iiiiii ■ ■■ ■iii ■! ■ ■ ■iiiiiiiii■ ii■ ■ ■ ■ ■ ■ ■iiii ■ ■iiii ■iiiiiii■ iii ■iiiiii ■iiiii ■ ■iiiii ■ ■iiiii ■ii■ iiiiii ■iiiiiiiii ■iiiiiiiii ■ii iiiiiiiiiiiiii■ iiiiiii■ iiii ■ii ■ ■iiiiiii ■ ■iiiiiiiiiiiiii ■iii ■ii ■! iiiiiiiiii■ ■iii ■iii ■iii ■iiiii ii■ ii■ ■iiiii ■ii ■iiiiii ■iiiiiiiiiiiiii ■iii ■iiii ■iiii ■iiiiiiii■■■ ■ii iiii ■iiiiiiiiiii ■iiiiiii ■i ■ii iiiiii■■ iiiiiiii ■iiiiiiiiiii ■iiiiii ■ii ■iiiiii ■iii ■iiiiiiiiiiii ■ ■ii�Ai iiiiii ■iiii ■iiiiiiiiiiiii A■ iiiiii■ iiiiii■ iiiii■■■ iiiiii■■ iiiiiii■ iiiiiiiiiiiii ■ ■ii ■■iiiiii ■ ■�iili'i'�" iiiiiiiiiiii ■ ■ ■ii ■iii ■ii • . iii■■ iiiii■ iiiiiii■■■ iiii■ iiiiiiiiii ■ii�iii ■ii ■iiii ■ ■ ■ ■iiiiii ■iii ■iiiiiiiiii ■ ■ ■ ■iiiiii ■■■ ■■ iiiii■■ iiii■■ iiiii■■■ iiiiiiiii■■■ iiiii ■iiiiiiiiiiiiii ■ ■iiiiiiii!■ iiii ■ ■iiii ■iiiiiiiiiii ■■ iiii■■ iiiiiii■■ iiiiiiii■■■ iiii■ iiiiiiiiiiiiiiiiiii ■iiiiiiiiiiiii:�C•Ifi iiiiliiiiiii ■iii ■ ■iiii ■i • : � � iiiiiiiii■ iii■■■ iiiiiiiii ■ii ■ ■iiiii ■iiiiiii ■ ■iiiii ■iii ■iiii ■i ■ii�ii iiiiii ■iiiii�■�a!tIT�ITrR:(1f�17i ■■ iiii ■ii ■ii■ iii■ iiiiiii■ iiiiiiii■■ iiiiiiii ■ ■iiiiiiiiiiiii ■i ■ ■i��i ii ■iiiiiiiiiiiiiiiiiiiii iiiiiii ■iiiiiiii■ iii■ ■■ ■ ■ ■■ iii■■■■ iiiiiii ■iiiiiiiiiiiii ■ii ■ ■i�ll�i iiiii ■ ■i ■ ■■ii ■iiiiiiiL�i! ii iiiii ■ ■iiiiii ■iiiiii■ ■iiiiiii■ iii ■ ■11■■■ iii■ iiiiii■■■■■ ■■■11■ 111■ i■11■1■■■ iiiii ■i ■iiii ■iiiiii■■■i■ ■iiiiiii ■ ■ii■■■!]ri ■iiiil��°i ■iiiiiiiiisiiiiii ■ ■iiiiii • ■ ■■i ■i ■�Jii�ii ■ii ■ ■lT�Ti��!"" —� ■■■ iiii■ iiiiiiii■■ iiiiii■■■ iiiiiiiiiiiiiiiiiii ■iiii ■ ■iiiiiiiii iiiGiiii��' �G��•� M ■iii■■■■■■i■■■ _..�.��iiiii - -- — �""'�� ■iiiiiiiii■ --` ■iiili ii■ iiii■ i■ iiiiiii■ iiiiii■ iiiiiiiii ■ ■iiiiii ■ ■ ■iiiiiiiiiii�i� ■ ■■ ■ iiiiii■ iiiii■■ iiiiii■■ ii■■ iiiiiiii�Jiiiiil�iL�i�i"i:iiiii ■iii. ■■iii ■ii■■ ■■ iiiiiiiiiii■ iiiiii■■■ ti�i: iiiiiii ■iir��1!��i!,•_�:::iiliiii�ii ■ii ■ ■iiiii ■iiiiiii ■i ■iiii■ iil�!liia!!�1Ciii: iii■ iiiir !�!��= ��,::��■i ■ii�iiii■ ■iii ■ ■iiiii iiiiiiiiiiiiiiiiiiiiiiiii ■i ■iii ■iiiiiiiiiii ■i lL �■ iff�G��i�iii��ii 1■■■■ ii■ 1■■ i■ iiii�lc';? ■ii1��iiiii ■ ■iiii iii ■i ■iiiiiiii ■iiiiii ■ ■iiiiiiiilii ■ ■iiiiiiiiiii ��L�l i�c�1_1T��7�T�iJiiiiiiii ■iiii ■iii ■ii ■ ■iiiiiiiii ■ii■ !i ■iiii ■iiiii ■ii ■iii ■iiliiiiiiii iiiiiii■ ■iii ■ ■iiiii■ iii■ ii■ i■■ iiiiiiiiiiiiiiiiiiii ■■ ■iiiiiiii ■iiiiii ■ ■ii ■iii ■iiiiii! ■iiiiiiiiiiii ■iiii ■■ i■ ii■ iiiiiiiiiiiii■■ iiiiiiiiiiiiii■■ iiiiiiiiiiiiiiiiiiiiiii■ iiiiiii■ iiiiiiii ■iiiiiiiiiiiiiiiii ■ ■iiiii■ 20 +00 rEFERENC_: 22 +00 24 +00 26 +00 100 0 100 200 FEET VERTICAL SCALE 30 +00 32 +00 34 +00 100 0 100 200 FEET HORIZONTAL SCALE VERTICAL EXAGGERATION =1 X 36 +00 38 +00 40 +00 B 9/01/11 1 ISSUED FOR PERMITTING A 1 6/24/11 1 ISSUED FOR CLIENT APPROVAL LEGEND: — EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) �- PROPOSED GROUND SURFACE CONTOUR AND EL, FEET — EXISTING DRAINAGES EXISTING ROAD -- — — " DAYLIGHT LINE i— -- — CHANNEL CENTERLINE pt 375VI CLIENT CRIPPLE CREEK & VICTOR GOLD MINING COMPANY PROJECT SQUAW GULCH VLF ll1ll o 4PHASE 1 SURFACE WATER DIVERSION JNM CHANNEL PLAN AND PROFILE SNC JNM SHEET 2 OF 3 ALD DISCLAIMER AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. DESIGNED BY I JNM I CHECKED BY I JNM DRAWN BY I ALD FILENAME 1125GP55 APPROVED BY KFM DRAWING No. REV A506 B LXISFING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING F[I4 ;ECV FROM FORESIGHT WEST SURVEYING, INC.: SQUAW GULCH BASE TYPO - PHASE 1 - RES9SED.DWG Z (RECV MARCH 14, 2010) i SQUAW GULCH BASE TORO - P! -IASE 2.DWG K(RECV APRIL 24, 2010) SQUAW GULCH BASE TORO - PHASE 3.DWG (RECV MAY 4, 2010) CCV TOPO EXPANSION 12- 28 - -10 NORTH ARF-A.DWG (RECV JANUARY 13, 2011) CCV 'TOPO EXPANSION 01 -28 -11 SOUTH AREA.DWG (RECV JANUARY 28, 201 1) SH67 TORO 7- 07-- 11.DWG (RECV JULY 11, 2011) VLF2 TOPO EXPANSION 8- 05- 11.DWG (RECV AUGUST 9, 2011) n09028-- COMO&TE -TOPO MILE LIMITS.DWG _ (RECV MAY 28, 2010 FROM CC &V) 26 +00 100 0 100 200 FEET VERTICAL SCALE 30 +00 32 +00 34 +00 100 0 100 200 FEET HORIZONTAL SCALE VERTICAL EXAGGERATION =1 X 36 +00 38 +00 40 +00 B 9/01/11 1 ISSUED FOR PERMITTING A 1 6/24/11 1 ISSUED FOR CLIENT APPROVAL LEGEND: — EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) �- PROPOSED GROUND SURFACE CONTOUR AND EL, FEET — EXISTING DRAINAGES EXISTING ROAD -- — — " DAYLIGHT LINE i— -- — CHANNEL CENTERLINE pt 375VI CLIENT CRIPPLE CREEK & VICTOR GOLD MINING COMPANY PROJECT SQUAW GULCH VLF ll1ll o 4PHASE 1 SURFACE WATER DIVERSION JNM CHANNEL PLAN AND PROFILE SNC JNM SHEET 2 OF 3 ALD DISCLAIMER AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR CONTENTS OF THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. DESIGNED BY I JNM I CHECKED BY I JNM DRAWN BY I ALD FILENAME 1125GP55 APPROVED BY KFM DRAWING No. REV A506 B