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,
<br /> LEGEND:
<br /> `�',
<br /> lK
<br /> EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY)
<br /> \ `�' \��� \ \`� \\� \\ 'z�a��� ��-� a\ `�--`vim.. ,r= a�a\1�\ .�__'�\\\��`��\\�\�..\\ •,•`\ \� ��` `� EX- ISTING GROUND SURFACE CONTOUR AND EL. FEET (LAND SURVEY)
<br /> PROPOSED SQUAW GULCH MILL PLATFORM LINER GROUND SURFACE CONTOUR AND EL FEET
<br /> +` \;.1 : 1�\\s.\; \\, \\\�\ ��� \-�.,\v I �. ,` ._ �-t�' -y_'`-y-Y% �Q\���\ `+ I �. ��\\�\�� _ t �`� _ +o■m■��■m.,++� SECONDARY UNDERDR.41N PIPE
<br /> STi
<br /> - ----- DAYLIGHT LINE
<br /> BURDkA „ \ \
<br /> STORAGE EXISTING UNIMPROVED ROAD/TRAILS
<br /> � �vv �� Vim% -AREA' �� �� � - EXISTING DRAINAGES
<br /> EXISTING GEOMEMBRANE LINER LIMITS
<br /> EXISTING GAS LINE
<br /> EXISTING UNDERGROUND POWER CABLE
<br /> \ `\� \�\�;;\ \\ Z .,o._v n `"=f_�/� _� l'^/ \\\\\\\\•,� \%/ f;���iC�l1 `/) �%!, C ✓/ ,�' fie--f--E-4 EXISTING POWER CABLE
<br /> ,�\ \ \ .w.;� :;�•' - 3 - -SS r /�� ����%i/%j� /%�i.� �, �� /� y --o—o- EXISTING FENCE
<br /> -`l \\ J\i., l•�.�- \R EXISTING CRIB WALL
<br /> \�����- '� ^��- \:.' �\moo }r 1 ., -�% i r � �/.9r �� ! r✓' '•` ii
<br /> STATE HIGHWAY 67
<br /> /% `-� of\` `\\ ;� ���� - 'o l /f� � �s�-�� f /� �% / / LIMITS OF BO mil SINGLE-SIDED TEXTURED
<br /> - t r. (TEXTURED FACE DOWN LLDPE GEOMEMBRANE
<br /> NOTES'
<br /> \ ����'' \ � • ;/) / - ^J - �� �,/ /��/ r /�/1 Jr//�� 1. THE CONTOURS REPRESENT THE TOP OF THE SOIL LINER
<br /> /-- �'�� •'� I I)JI )I i,V 'sJ r / / /� !/ /'�(� FILL SURFACE IN AREAS WHERE SOIL LINER FILL WILL BE
<br /> FINISHED GRADE EVERYWHERE ELSE. SEE
<br /> DRAWING A120 FOR THE LIMITS OF THE PROPOSED MILL
<br /> SITE EARTHWORKS SOIL LINER FILL AND THE FUTURE
<br /> SQUAW GULCH VLF SOIL INER FILL.
<br /> ,,y� / CC / 2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1+.
<br /> I11 - �l ! j�l (•� ��'Ty 3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL
<br /> �I AY;, �� r /_! �� /�� 1,V� �� v� •II \.(( ,/ LINER FILL. THE CONTRACTOR WILL FlLL TO THE BOTTOM
<br /> OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL
<br /> SITE EARTHWORKS.
<br /> r�.:/`� �//�;/ ,l/ � � '�•. "\� li t1�� \\\t \1� i(I,.' 4. THE ALIGNMENT OF THE LINER ANCHOR TRENCH WILL BE
<br /> !/,/ !) r S\�\1``\``;yi .\\;1; ; t J '% ? ADJUSTED IN THE FIELD FIT AS REQUIRED ALONG THE
<br /> CREST OF THE LOB AND EXISTING HAUL ROAD TO MINIMIZE
<br /> THE IMPACTS TO OPERATIONS.
<br /> EL NQTE 4
<br /> /
<br /> 1
<br /> . I
<br /> ��/,
<br /> 200 0 200 400 FEET
<br /> XI ING
<br /> N01%\\,4 V��1 0
<br /> A310 i \'\I`I y '1\,l 1\\`\\\ Fvr_FENCE.
<br /> 5�
<br /> x
<br /> i/ /1_ 1 ( � % /,/`j L am=— !j}' / \• `,\ �� x,TNG GROUND IOPOCRAPHIY. WAS RA m BY COMBINING THE FOL O:.'.'. j=••••.
<br /> ' / � �/� l �/ r ij 1 ,. ...� j/�"� / 'i\ /G/1�, 0�•` �'�� \ '?\\�_\,.\�\\ P.ErV FROM FORESIGHT WEST S-.P_YNG !N,: O� i
<br /> /� / -��=����. /��. � :. „✓ ::} /;'� / �. J• \' ,. \ ? `\ SG'AW GULCH BASE TOPC P iiSE RE,,ISED.D'NF Q
<br /> / y
<br /> .W Main la o
<br /> v„AW GJ PH BASE TUTF P""-k5t
<br /> !",�� �/, � -..-_' �� � / •J a c _ AM, O)
<br /> O_C BASE 10 _ 3
<br /> (RiECV MAY 4,2010)
<br /> - = / y / c' a zx ///✓ �'\\_., �• c� \ Ccv TO o EXPANSION lr 2a-le NORT, ARta.eW:; �O
<br /> \'yl
<br /> �� �/.l'.-' �' -'Z- � -�. /'/ _-�Y. ,.,� \� �\•� \ \\ (R V hNIIARf 13. 701 1
<br /> C VT.i O EXPANSION 01 73 11 S..:fP.ARtI,.D,.,
<br /> e cv,AN MANY_I. _on) VVV
<br /> -%� `� � ';. �� i i;+;✓¢ ,, �V -_ o ,� \ \ \ \_�� sties roPo 7-07 1�nwc
<br /> (RFCV'UFY 1+ _on)
<br /> �EOMEM6RAt1E "A30 '-. / 1 ,
<br /> Jtf2 TOP)EXPANSION b OS-11.DWG
<br /> - !`�i / ,f. (���- � ,. V 1 \ I\�, .- v.� (RECV AJGVST s 20 1)
<br /> "(v 0e 26-COM E-TOPO M E ua TS.OWC
<br /> _ (RE V 4AY 28, 2U 0 FP.O\ .':.
<br /> CLIENT CRIPPLE CREEK & VICTOR
<br /> GOLD MINING COMPANY
<br /> �. PROJECT
<br /> MILL SITE EARTHWORKS
<br /> g ,r- j \ . 3 6/16/12 RE—ISSUED FOR CONSTRUCTION JNM
<br /> � ./ � / /� ..-A� ~� i ,/""_...- l �'\ JNM
<br /> / r _ —_. _ / y� TmE
<br /> LIMITS OF GROUND SURVEY is \\� 2 7/10/12 RE—ISSUED FOR CONSTRUCTION JNM JNM OVERBURDEN STORAGE AREA
<br /> PROVIDED BY FORESIGHT \., 1 S/02/12 RE—ISSUED FOR CONSTRUCTION JNM
<br /> WEST SURVEYING ; � /� JNM TOP OF GEOMEMBRANE GRADING SURFACE
<br /> 0 1/24/12 ISSUED FOR CONSTRUCTION JNM PLAN VIEW
<br /> CMT
<br /> DISCLAIMER DESIGNED BY CMT CHECKED BY JNM
<br /> l /
<br /> USE
<br /> PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE
<br /> USE RT TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS
<br /> jj
<br /> DRAWN BY CMT APPROVED BY JNM
<br /> ,U " -�' - • " �'' EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH
<br /> TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FILENAME DRAWING No REV
<br /> MILL PLATFORM TOPOGRAPHY SOLE RSKN OF THE AND WTTHOUTA OR ANY CONTENTS
<br /> ORFL THIS EGAL RESPONSIBI SHALL
<br /> LITY TO AMECUSER'S ameo74201125KMOl A100 3
<br />
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