|
0 1 3/02/12
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br />PROPOSED SQUAW GULCH MILL PLATFORM GROUND SURFACE CONTOUR AND EL. FEET
<br />- - DAYLIGHT LINE
<br />- - —� CENTERLINE LINE
<br />® --- -- EXISTING
<br />EXISTING
<br />i — EXISTING
<br />- • G EXISTING
<br />- —BE — EXISTING
<br />NOTES:
<br />UNIMPROVED ROAD/TRAILS
<br />DRAINAGES
<br />GEOMEMBRANE LINER LIMITS
<br />GAS LINE
<br />UNDERGROUND POWER CABLE
<br />EXISTING POWER CABLE
<br />RETAINING WALL
<br />1. DM FM, HM, JM, LM, TM, UM, VM CONSTRUCTION ROAD CENTERLINE
<br />ALIGNMENT DATA CAN BE FOUND ON DRAWING A440.
<br />2. WM AND XM MILL ACCESS ROAD CENTERLINE ALIGNMENT DATA AND
<br />PROFILE CAN BE FOUND ON DRAWING A410.
<br />3. PM CONSTRUCTION ROAD CENTERLINE ALIGNMENT DATA AND PROFILE
<br />CAN BE FOUND ON DRAWING A420.
<br />4. UM CONSTRUCTION ROAD PROFILE CAN BE FOUND ON DRAWING A430.
<br />5. ON AUGMENT VM, USE DETAIL N1 BETWEEN STATIONS VMO +00 AND
<br />VM1 +85; USE DETAIL N2 BETWEEN STATIONS VM1 +85 AND VM3 +46
<br />6. ON ALIGNMENT TM, USE DETAIL P BETWEEN STATIONS TMO +00 AND
<br />TM3+44; USE DETAIL Q BETWEEN STATIONS TM3 +44 AND TM4+60
<br />ISSUED FOR CONSTRUCTION
<br />100 0 t. 200 FEET
<br />RE' ERENCE:
<br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBININC THE FOLLCWINv
<br />REW FROM FORESIGHT WEST SURVEYING, I�VC
<br />.SQUAW GULCH BASE IO)0 -'
<br />PHASE 1 - REVISED.DWG
<br />(RECV MARCH 14, 2010)
<br />SQUAW GULCH BASE TOPO -
<br />PHASE 2.DWC
<br />(RECV APRIL 24, 2010)
<br />t
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<br />N
<br />".. °•:.
<br />G
<br />Es^�
<br />(RECV MAY 4, 2010)
<br />LO
<br />NORTH AREA.DWG
<br />(RECV JANUARY 15 201 1)
<br />CCV TOPS EXPANSION 01 -28
<br />-11 SOUTH ARF.A.DWG
<br />(RECV JANUARY 28, 2011)
<br />SH67 TOPO 7 07-- 11.DWG
<br />(RECV JULY 11, 2011)
<br />N
<br />••�
<br />(RECV AI GUST 9, 2011)
<br />00
<br />JJ
<br />09028— COMOSITE -TOPO MLE LIMII`S.DWG
<br />(RECV MAY 28, 2010 FROM CC&V)
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<br />0 1 3/02/12
<br />LEGEND:
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY)
<br />PROPOSED SQUAW GULCH MILL PLATFORM GROUND SURFACE CONTOUR AND EL. FEET
<br />- - DAYLIGHT LINE
<br />- - —� CENTERLINE LINE
<br />® --- -- EXISTING
<br />EXISTING
<br />i — EXISTING
<br />- • G EXISTING
<br />- —BE — EXISTING
<br />NOTES:
<br />UNIMPROVED ROAD/TRAILS
<br />DRAINAGES
<br />GEOMEMBRANE LINER LIMITS
<br />GAS LINE
<br />UNDERGROUND POWER CABLE
<br />EXISTING POWER CABLE
<br />RETAINING WALL
<br />1. DM FM, HM, JM, LM, TM, UM, VM CONSTRUCTION ROAD CENTERLINE
<br />ALIGNMENT DATA CAN BE FOUND ON DRAWING A440.
<br />2. WM AND XM MILL ACCESS ROAD CENTERLINE ALIGNMENT DATA AND
<br />PROFILE CAN BE FOUND ON DRAWING A410.
<br />3. PM CONSTRUCTION ROAD CENTERLINE ALIGNMENT DATA AND PROFILE
<br />CAN BE FOUND ON DRAWING A420.
<br />4. UM CONSTRUCTION ROAD PROFILE CAN BE FOUND ON DRAWING A430.
<br />5. ON AUGMENT VM, USE DETAIL N1 BETWEEN STATIONS VMO +00 AND
<br />VM1 +85; USE DETAIL N2 BETWEEN STATIONS VM1 +85 AND VM3 +46
<br />6. ON ALIGNMENT TM, USE DETAIL P BETWEEN STATIONS TMO +00 AND
<br />TM3+44; USE DETAIL Q BETWEEN STATIONS TM3 +44 AND TM4+60
<br />ISSUED FOR CONSTRUCTION
<br />100 0 t. 200 FEET
<br />RE' ERENCE:
<br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBININC THE FOLLCWINv
<br />REW FROM FORESIGHT WEST SURVEYING, I�VC
<br />.SQUAW GULCH BASE IO)0 -'
<br />PHASE 1 - REVISED.DWG
<br />(RECV MARCH 14, 2010)
<br />SQUAW GULCH BASE TOPO -
<br />PHASE 2.DWC
<br />(RECV APRIL 24, 2010)
<br />SQUAW GUI H BASE FOPO -
<br />PHASE 3.DWG
<br />(RECV MAY 4, 2010)
<br />CCV T-PO EXPANSION 12-29--10
<br />NORTH AREA.DWG
<br />(RECV JANUARY 15 201 1)
<br />CCV TOPS EXPANSION 01 -28
<br />-11 SOUTH ARF.A.DWG
<br />(RECV JANUARY 28, 2011)
<br />SH67 TOPO 7 07-- 11.DWG
<br />(RECV JULY 11, 2011)
<br />VI-F2 TQPO EXPAI,ISION 8- 05-
<br />11.DWC
<br />••�
<br />(RECV AI GUST 9, 2011)
<br />00
<br />JJ
<br />09028— COMOSITE -TOPO MLE LIMII`S.DWG
<br />(RECV MAY 28, 2010 FROM CC&V)
<br />
|