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1 LEGEND
<br /> EXISTING GROUND SURFACE ELE; TIONS
<br /> ` 1 FINAL GROUND SURFACE ELEVAT;0N
<br /> B I - (TOP OF UPPER GEOMEMBRANE "': PCND
<br /> AREAS)
<br /> 50 , 1 .5H:1V, LOPE INDICATOR, EXPRESSED AS
<br /> \ -
<br /> - { I HORIZONTALTO VERTICAL
<br /> N49000—I— N49000+
<br /> m �� 1 - _ _ m
<br /> w
<br /> i ctn . 7 _.-. - -....... _ ...-0) _ — LIMITS OF TEXTUREDUPPER LINER
<br /> cn cn �♦
<br /> / . 8. _ ;
<br /> — o o
<br /> 0
<br /> o ` `,� \, ;' / o •�� _ '. _ `�----�:. ._ p_-. � PLACE ONE PANEL XAPPROXIMATELY
<br /> TURED SIDE �
<br /> - 9375 �, c' CESS ROAN TO .
<br /> EVERY 4 PANELS AS SHOWN
<br /> AC
<br /> -
<br /> __. BE DESIGNED BY- OTHERS
<br /> r <•. LIMITS OF DOUBLE SIDED TEXTUPED
<br /> GEOMEMBRANE
<br /> '
<br /> ` \ / _ -- TOP OF LC TERNAL N ER SURVEY CONTROL
<br /> - - 935
<br /> 1
<br /> �� i. . CONTROL ELEVATION
<br /> '` 1 .., r -. � ,,- ' _.-__- -- ---�- �,- ! -+ -- � POINT NORTHING FASTING (SEE NOTE 1) DESCRIPTION
<br /> r / LIMITS OF EXISTING
<br /> _.__ --_.._. - `..,•. ,.' �\ �,,`, , ..`. ,� .. A. . . , . 9. 17.0 EDGE Or
<br /> GEOMEMBRANE „C, CPt 4863715 3509532 4 LINER
<br /> -_. -...,.... „� \ '\. \ 1 - ✓"' �.�` EDGF OF
<br /> CP2 48,772.56 35,596.26 9,417.0 LINF_R
<br /> g375 J.. GEOMEMBRANE �. ---
<br /> ... r �� ` EDGE O1= '�'� ,
<br /> I IMI!:;.. A' ♦,! CP3 48,588.95 35,744.19 9,417.0 LINER
<br /> LINER
<br /> t `. ;_,�a :f-!>/ ., ;v�l, LINED ..4 ':,. 'W P4 EDGE O,
<br /> { C 48,339.48 35,238.54 9,417.0 LINER
<br /> , - A
<br /> ,1rwl , x - PUMP STATION
<br /> a
<br /> \. r'� �R - 's°� TOFE�r ....
<br /> - ; „" -®" I �,� ,,, C-\ItEA. f..�3 CP5 48,571.10 35,239.66 9.377.8
<br /> \, \ �/� /_ �Pj \ sLOPr
<br /> a.. . 2 �e
<br /> \ `'7
<br /> ,,��.`� �.///p TOE r.r-
<br /> �,., ., � ,' '. ',a _ •:a � O '. P �9�, '\��'j°. I�/ 4�� if 48,476.21 35,286,68 9,377 7 SLOPE
<br /> - ... \. • /"ice .. f + tS�i.;
<br /> TOP. OF
<br /> CP7 48,652.18 35,557.13 9,376.0 SUM
<br /> -_... •� . O <`� �� (T .�,�.. l i t: s :tix \ \ _ ,♦ ."� TOP OF
<br /> �, \ \ 2 - „.• �� . °� \ �."" CP8 48,625.48 35,578.64 9,376.0
<br /> suMn
<br /> N 4
<br /> , - Tor OF
<br /> �� /� .-"' a- ' �; �•/ ® ° e w ,Y q ° �„i - CPS 48,598.99 35,524.96 9,376.0 SUMP
<br /> ��... r
<br /> _
<br /> 94050Q "�`�,
<br /> (.' 17 � ��^,. ` � � TP OF
<br /> t y j CP10 48,640.48 35,513.80 9,376.0 SUMP
<br /> i•. _.r /
<br /> --__-� < A 940 r 7 • ® 5D ...- CP11 48,637.98 35,552.52 9,370.0 TOP OF.
<br /> 1 ' 1 J '\. i' LDCRS SUMP
<br /> r � 39 �;�
<br /> i
<br /> _ \� •\• N ` 9 s ' ° (NOTE 3) 4 CP12 48,629.78 35.559.12 9,370.0 TOP OF
<br /> Z 1 g39 j " .\�t LDCRS SUMP
<br /> \ �$ _ 1 1 CP ,\ ` 'r /J CP13 48,616.93 35,533.08 9,370.0 LDCRS OOUMP
<br /> �,9 3 1 P3 y �
<br /> TOP OF
<br /> CID ° - it CP14 48,631.86 36,529,11 9,370.0 LDCRS SUMP
<br /> PUMP STATION AREA
<br /> CP5 TOP OF LINER CONTROL POINTS
<br /> CONTROL ELEVATION
<br /> POINT NORTHING EASTING (SEE NOTE 1) DESCRIPTION
<br /> l � I
<br /> PUMPAREATION
<br /> CP15 48,756,69 35,666.84 9,417.49
<br /> N48500 A00 ` , ' N48500 EDGE OF
<br /> -- _ OP16 48,726.26 35,629.07 9,417.00 POND
<br /> ' 9
<br /> w acS',
<br /> rn
<br /> EDGE OF
<br /> . i CPtT 48,680,32 35,686.09 9,417.00 POND
<br /> O - - J
<br /> O ` P I y. ,O ! CP18 48,710.75 35,703.86 9,417.49 PUMPAREA STATION
<br /> CP19 48,733.72 35,685.36 3 9417.34 PUMPAREA STATION
<br /> u
<br /> + I
<br /> ads
<br /> NOTES:
<br /> 1. ELEVATION SHOWN TO TOP OF UPPER GEOMEMBRANE
<br /> 0 LINER. 8
<br /> 2. POND PROVIDE TO AL CA ACI 0 2 MILLION GALLONS
<br /> " ) TO EL. 9,414.0 CREST ELEVATION OF 9,417.0 INCLUDES
<br /> 3 FEET OF FREEBOARD.
<br /> 3. ROAD WIDTH MAY BE MODIFIED DURING CONSTRUCTION AS
<br /> � GEOMEMBRANE
<br /> APPROVED BY OWNER.I
<br /> Cp LINER LIMITS '�
<br /> 4 BASE TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING
<br /> NORTH / �� INC.; BASED ON AS-BUILTS FOR PHASE I & II AND FEB. 1998
<br /> SURVEY FOR ALL OTHER AREAS.
<br /> �' ,�^• _-�� � 5. SEE DRAWING 3 FOR PLAN LOCATIONS OF CONTROL POINTS
<br /> 11, 12, 13, AND 14.
<br /> Scale in Fe' S>
<br /> et t 6. EXTERNAL SIDES OF PUMP STATION LINER TO BE ANCHORED
<br /> 0 251" = 90 PER DETAIL
<br /> feet......... too ,
<br /> CONTOUR INTERVALe5'
<br /> 7. PUMP STATION FACILITY LAYOUT PROVIDED BY CENTRY ON
<br /> DRAWINGS 70-346-16, 70-346-12 AND 70-346-13,
<br /> a
<br /> EN21NEER'SI STAMP -No , REVISION DESCRIPTION !�I�nBA1fINc Is NOT APPROVED DATE BY CHKD�AP'VD
<br />® _.4 a �i.R�..�� L.3I.,�S= LEST REVISION IS HAND WRITTEN cc
<br /> c� Cripple Creek Cre,ICtor C,+OIJ Mining Company
<br /> DRAWING REVISION
<br /> aeon ,prolap�;, ,,,•;
<br /> NUMBER DRAWING TITLE NUMBER
<br />� 1 PHASE I II III EXTEIRNAL POND GRADING PLAN e`Ot'� Q �epl,i� ' ,•..• � r A A Joint Venture - AngloGold (Colorado) Corp., Manager
<br /> A
<br /> PHASE 1/11/111
<br /> 2 PHASE 1/11/III EXTEIRNAL POND SECTIONS I a`��� > - -- EXTERNAL POND GRADING PLAN
<br /> as=3 PHASE 1/II/III EXTEIRNAL POND SECTIONS AND DETAILS 2 = t
<br /> DRAWN BN/dam DATE MARCH 2000
<br /> I CHECKED ioe NO.Z.
<br /> Q BN
<br /> 993-2099
<br /> r iHI!itlstet;�� A�; +V$5 CONSTRUC IION 2/;7/O1 REVIEWED RAB Dtcrcu NO. D030
<br /> UED FOR
<br /> — —
<br /> y I )l REVISED ISSUED FOR CONSTRUCTION 1/17/01 GS JFL° JFL = Gold" "iPR01BD JFL DRAWING 1 OF 3
<br /> to , ,' .._.. __.. _ .. )'.ii�+ .'n l.• �.. , , ,1.. I IO - — SCALE
<br /> ISSUED FOR G�ONSTRUCT N 7/28/00 MRJ JFL JFL AS SHOWN
<br /> "r �A ISSUED FOR PERMIT 3/22/00 MRJ JFL JFL 44 UMON BLVD. , SUITE 300, LAXEWOOD, COLORADO 80228 FBE No. 2D99D030 7
<br /> a � 1 PHONE: 309 980-0540 FAX: 309 966-2080
<br />
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