Laserfiche WebLink
7 <br />a <br />• — _ E S D <br />/ ,;' <br />% 4I10E fUG265 � c7 —_�� • - ' �w/"f <br />UG264B o If UG2f __ ® WWALF' UG d G273 <br />oUG497 �I • UG267C® 1AUG2 UG269 SFIPFi OP!�IR DISC OPHO 2 <br />■ MINN�C! SHAFT S: NE <br />MINiNEHAHA L / <br />DISC SHAF�UG267 i / <br />oUG266 UG297 UG287 <br />! <br />i 281 <br />t <br />U ®280E <br />UG280D <br />/� • UG299 � n,PG,HL2 UG28O%( <br />/ UG280C <br />/ `• II °UG283836 UG280 <br />.I <br />1 <br />. 1 <br />,1 <br />o UG274 \ <br />©UG275 U '?� I <br />n <br />` UG285 <br />0 UG284 76 277 /f • 111 \ \ <br />®� ® • t \ \ <br />E'3'ff%0 �u UG27 \G276 UG277C 1 I E37000 \ \\ \\ \ <br />• UG286 \ <br />` SAVAGE III! \\ \\ <br />UG300 N> :. 298 U ®295 it \\ \\ <br />UG299 I I1 <br />®UG2956 11 i L\1 \ \ <br />UG306 • �1 !( <br />+• / O UG289 <br />/@ UG290B \\ • \ \ <br />MOLLS SELL <br />UG305 a I 9 \\ <br />®UG290 <br />PHASE I V b /. <br />0UG313 <br />• UG2940 <br />1 \ <br />• UG293 �� • / / J / <br />' UG303C + — - / E3`/5OO <br />a <br />y UG3036 UG292 PHASE IVc + / / <br />\ \ \I ST. .iOHN <br />ROSrAICH UG292A ® / <br />�\ , <br />/ SHAFT <br />UG304 UG303 <br />\\\111111JJJJJJ UG291 <br />+ (1 <br />�L,@ UG496 <br />�rz J • UG304A <br />1 j / % \` 6` <br />UG3046 ® ®UG304C 0001*• <br />\ h�1 <br />1 I \� ♦ AN�ERME 1 ALIERLIG308 - - -- — -z <br />ELK-TON <br />: ,\FT I UG31 /X, .SF�� �HA� Sl�__g -r �_ — / /� SHA:�F <br />�STURFI J E38000 <br />SHAFT, <br />CA 0 <br />o / <br />oil, Cs 0 <br />I / r` / \� <br />If <br />RAVEN <br />INCLINE <br />r <br />SHAFT <br />THIS DRAWING IS NOT APPROVED DATE LBLY CHKD AP'VD N0. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD <br />ENGINEER'S STAMP N0. REVISION DESCRIPTION UNLESS LAST REVISION IS HAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN <br />A <br />� c <br />a <br />LEGEND <br />L <br />MRJ <br />MRJ <br />SFD <br />SFD <br />RB <br />RB <br />� y o <br />GROUND CONTOURS <br />EXISTING <br />O J ; <br />U ° � <br />EXISTING <br />HIGHWAY GUARDRAIL <br />� <br />HIGHWAY SIGNAGE <br />EXISTING <br />[Qm <br />---- EXISTING <br />FENCING <br />U m <br />LIMITS OF PHASE I, II, AND III <br />— - - — LIMITS OF PHASE IV <br />o� <br />WORKINGS <br />OUG300 SURFACE <br />c °uoa <br />0 <br />00 <br />Q <br />Na <br />= <br />44 UNION BLVD. SUITE 300, LAKEWOOD, COLORADO 80220 <br />PHONE: (303)980-0540 FAX: 303 985 -2080 <br />DRAWN RMN <br />N � O <br />0 <br />REVISED LOB ARREA <br />REVISED PHASE BOUNDARIES <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />RE- ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />ISSUED DRAFT <br />Q <br />M O0 ° <br />JIG No. 003 -2142 <br />Q <br />0 j U O <br />DIGITAL N0. D055 <br />Q <br />Q <br />Q <br />/ °w <br />— <br />SCAUE <br />scALe As SHOWN <br />? <br />"R" /� //� \\ <br />L <br />FaE NO. 2142D055 <br />E a o <br />Ez°_o <br />IF THE ABOVE <br />BAR DOES <br />z > >° <br />NOT SCALE I <br />INCH THE <br />° ° ° ° <br />DRAWING SCALE <br />IS ALTERED <br />;<000 <br />p J J J <br />`xxo%%Ju <br />.� P I <br />•00 .��I <br />�o <br />U" <br />�• t W <br />/ e <br />CLIENT <br />PRINT ISSUE RECORD <br />DATE <br />►tee': <br />1. CONTOURS WITHIN PHASE I, II, AND 1999 PHASE III CONSTRUCTION <br />ARE PROVIDED BY WESTERN STATES SURVEYING, INC. AND ARE <br />BASED ON TOP OF SOIL LINER FILL AS —BUILT SURVEY. EXISTING <br />ORE TOPOGRAPHY IN PHASE I, II, AND III IS NOT SHOWN. <br />CONTOURS WITHIN PORTIONS OF THE PHASE III VLF SCHEDULED <br />FOR 2000 CONSTRUCTION WERE DEVELOPED BY GOLDER <br />ASSOCIATES, INC. EXISTING GROUND TOPOGRAPHY IN AREA OF <br />PHASE IV IS BASED ON FEBRUARY 1998 AND DECEMBER 1999 <br />GROUND SURVEYS BY WESTERN STATES SURVEY, INC. OR 1998 <br />AERIAL SURVEY. <br />2. THIS DRAWING WAS PREPARED FROM A REVIEW OF HISTORICAL <br />UNDERGROUND WORKING MAPS OBTAINED FROM THE CRIPPLE <br />CREEK & VICTOR GOLD MINING COMPANY ARCHIVES AND <br />REPRESENTS A COMPOSITE OF RELEVANT INFORMATION FROM THE <br />HISTORICAL DRAWINGS. <br />3. DRAWING SHOWS ALL KNOWN UNDERGROUND WORKINGS AT ALL <br />DEPTHS. REMEDIATION WILL BE REQUIRED FOR WORKINGS WITHIN <br />50 FEET OF THE FINAL SOIL LINER FILL SUBGRADE SURFACE. <br />4. CONTRACTOR TO VERIFY SIZE AND LOCATION OF UNDERGROUND <br />WORKINGS. <br />5. REFER TO UNDERGROUND WORKINGS REPORT FOR DESCRIPTIONS <br />OF CORRESPONDING UNDERGROUND WORKING /SURFACE <br />DISTURBANCES. <br />TITLE <br />aka <br />Scale in Feet <br />0 50 100 200 <br />1" = 100 feet <br />CC Cripple Creek & Victor Gold Mining Company <br />p Cresson Project <br />v <br />SIG. A Joint Venture - AngloGold (Colorado) Corp., Manager <br />2004 RECORD DRAWING <br />LEGEND <br />L <br />MRJ <br />MRJ <br />SFD <br />SFD <br />RB <br />RB <br />EXISTING <br />GROUND CONTOURS <br />EXISTING <br />PAVED ROAD (COLORADO STATE HIGHWAY 67) <br />EXISTING <br />HIGHWAY GUARDRAIL <br />— EXISTING <br />HIGHWAY SIGNAGE <br />EXISTING <br />UNPAVED ROADS <br />---- EXISTING <br />FENCING <br />— — — — — EXISTING <br />LIMITS OF PHASE I, II, AND III <br />— - - — LIMITS OF PHASE IV <br />---�p� UNDERGROUND <br />WORKINGS <br />OUG300 SURFACE <br />DISTURBANCE <br />►tee': <br />1. CONTOURS WITHIN PHASE I, II, AND 1999 PHASE III CONSTRUCTION <br />ARE PROVIDED BY WESTERN STATES SURVEYING, INC. AND ARE <br />BASED ON TOP OF SOIL LINER FILL AS —BUILT SURVEY. EXISTING <br />ORE TOPOGRAPHY IN PHASE I, II, AND III IS NOT SHOWN. <br />CONTOURS WITHIN PORTIONS OF THE PHASE III VLF SCHEDULED <br />FOR 2000 CONSTRUCTION WERE DEVELOPED BY GOLDER <br />ASSOCIATES, INC. EXISTING GROUND TOPOGRAPHY IN AREA OF <br />PHASE IV IS BASED ON FEBRUARY 1998 AND DECEMBER 1999 <br />GROUND SURVEYS BY WESTERN STATES SURVEY, INC. OR 1998 <br />AERIAL SURVEY. <br />2. THIS DRAWING WAS PREPARED FROM A REVIEW OF HISTORICAL <br />UNDERGROUND WORKING MAPS OBTAINED FROM THE CRIPPLE <br />CREEK & VICTOR GOLD MINING COMPANY ARCHIVES AND <br />REPRESENTS A COMPOSITE OF RELEVANT INFORMATION FROM THE <br />HISTORICAL DRAWINGS. <br />3. DRAWING SHOWS ALL KNOWN UNDERGROUND WORKINGS AT ALL <br />DEPTHS. REMEDIATION WILL BE REQUIRED FOR WORKINGS WITHIN <br />50 FEET OF THE FINAL SOIL LINER FILL SUBGRADE SURFACE. <br />4. CONTRACTOR TO VERIFY SIZE AND LOCATION OF UNDERGROUND <br />WORKINGS. <br />5. REFER TO UNDERGROUND WORKINGS REPORT FOR DESCRIPTIONS <br />OF CORRESPONDING UNDERGROUND WORKING /SURFACE <br />DISTURBANCES. <br />TITLE <br />aka <br />Scale in Feet <br />0 50 100 200 <br />1" = 100 feet <br />CC Cripple Creek & Victor Gold Mining Company <br />p Cresson Project <br />v <br />SIG. A Joint Venture - AngloGold (Colorado) Corp., Manager <br />2004 RECORD DRAWING <br />7/26/01 <br />7/10/01 <br />2/16/01 <br />7/28/00 <br />6/9/00 <br />5/25/00 <br />L <br />MRJ <br />MRJ <br />SFD <br />SFD <br />RB <br />RB <br />GE <br />GE <br />GE <br />GE <br />GE <br />JFL <br />JFL <br />JFL <br />JFL <br />GE <br />GE <br />v <br />DATE <br />PHASE IVc KNOWN UNDERGROUND WORKINGS <br />AND SURFACE RECONNAISSANCE SHEET 1 OF 2 <br />Q <br />Q <br />= <br />44 UNION BLVD. SUITE 300, LAKEWOOD, COLORADO 80220 <br />PHONE: (303)980-0540 FAX: 303 985 -2080 <br />DRAWN RMN <br />DAB APRIL 2000 <br />REVISED LOB ARREA <br />REVISED PHASE BOUNDARIES <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />RE- ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />ISSUED DRAFT <br />Q <br />CHECKED GE <br />JIG No. 003 -2142 <br />Q <br />GE <br />DIGITAL N0. D055 <br />Q <br />Q <br />Q <br />APPROVE JFL <br />SCAUE <br />scALe As SHOWN <br />D "� " <br />6d <br />"R" /� //� \\ <br />L <br />FaE NO. 2142D055 <br />ins <br />