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o <br />0 a <br />o ; <br />v <br />Um rn <br />m <br />.n <br />o ria <br />r�u> <br />1 o, <br />0 O <br />:! " o <br />N O C <br />I aaN o <br />no a <br />0 00 <br />z. <br />Z p <br />o <br />u0< <br />E .. U <br />, a, o u <br />z Dac <br />E35000 0 ° °o <br />Ln <br />z <br />z z z <br />230 <br />••— •-- ■•— ■��_��'� ■ ■yG2 U®227D UG228 �� ®� �•• <br />8B 9 Cis _• • <br />04 C-4 <br />r <br />® 2 UG22 'o 0 N <br />• O ® 0 > > 0 <br />• ® ® 0 <br />` UG219A a <br />t <br />Uv19qq B UG 4C <br />IE35500 <br />♦ <br />E36000 <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />CJ A E /I' <br />O <br />■ <br />PHASE IVb <br />• <br />• <br />• <br />�• 0 •� <br />E36500 O�� �' O UG 5�C <br />�UG259 • <br />D D O WI S �G259 <br />UG26 /Y <br />o , °o <br />C11 M ' <br />Ln to <br />Z I MATCH LINE TO SHEET 7e <br />MATCH LINE T( SHEET 7d ■ <br />ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />UNLESS LAST REVISION IS HAND W <br />IF THE ABOVE BAR DOES <br />NOT SCALE 1 INCH THE <br />DRAWING SCALE IS ALTERED <br />@P �. R E P'I`sT <br />r+ • c <br />i <br />�SY•��G \��C <br />2004 RECORD DRAWING <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />ISSUED DRAFT <br />® �C I � <br />M A ° o <br />7C 68 <br />o <br />z UG2 Oti- OPHIR D 0 72 z <br />[ - -- --- BHA <br />SHAFT y_ <br />DATE BY CHKD AP'VD NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD <br />UNLESS LAST REVISION IS RAND WRITTEN <br />0 <br />0 <br />z <br />0 <br />O <br />Ln <br />z MATCH LINE TO SHEET 7e <br />WATCH LINE TO SHEET 7d <br />E35000 <br />LEGEND <br />-10— THICKNESS OF CUT IN FEET <br />—10--- THICKNESS OF FILL IN FEET <br />EXISTING LIMITS OF PHASE I, II AND III <br />LIMITS OF PHASE IV <br />AREA REQUIRING REMEDIATION OF UNDERGROUND OPENINGS <br />AREA REQUIRING CUT <br />OUG300 SURFACE DISTURBANCE TO BE REMEDIATED <br />E35500 <br />E36000 <br />NOTES <br />E36500 <br />CLIENIT DATE <br />PIRINT ISSUE RECORD <br />1. REFER TO UNDERGROUND WORKINGS REPORT FOR DESCRIPTIONS OF <br />CORRESPONDING UNDERGROUND WORKINGS /SURFACE DISTURBANCES. <br />2. CUT /FILL FOUNDATION GRADING DEPTHS CALCULATED AFTER AN <br />ASSUMED 1' AVERAGE TOPSOIL STRIPPING, HOWEVER, ALL <br />SALVAGEABLE TOPSOIL SHALL BE REMOVED. EARTHWORK VOLUMES <br />AND ISOPACH MAP WERE CALCULATED ON A 10' GRID INTERVAL. <br />3• CUT /FILL VOLUMES GENERATED BY CONTRACTOR MAY VARY <br />FROM THAT SHOWN BASED ON FOUNDATION CONDITIONS <br />ENCOUNTERED DURING CONSTRUCTION. <br />4. DRAWING CUT AND FILL PRESENTED FOR INFORMATION ONLY. <br />5. SEE DRAWING 12 FOR UNDERGROUND REMEDIATION DETAILS. <br />6. REMEDIATE ALL UNDERGROUND WORKINGS WITHIN 50 VERTICAL FEET <br />OF THE FINAL SOIL LINER SUBGRADE SURFACE. <br />m <br />Scale in Feet <br />0 50 100 200 <br />1" = 100 feet <br />`'+/'+ Cripple Creek & Victor Gold MNng Company <br />$�J Cresson Project <br />aa��.• •• A Joint Venture - AngloGold (Colorado) Corp., Manager <br />TffLE <br />PHASE IVc <br />RENENATION AREAS AND CUT /FILL ISOPACH SHEET 2 OF 2 <br />DRAWN GSL DATE MAY, 2000 <br />CHECKED 708 NO. <br />GE 003 -2142 <br />1=de GE DIGITAL N0. D050 <br />APPROVED JFL <br />ates SCALE <br />AS SHOWN DWG N REV <br />44 UNION BLVD. , SUITE 300, LAKEWOOD, COLORADO 80228 FR.E N0. 3 <br />PHONE: (303)980 -0540 FAX: (303)985 -2080 2142D050 7e <br />7/10/01 <br />MRJ <br />ke <br />JFL <br />2/16/01 <br />SFD <br />GE <br />JFL <br />6/9/00 <br />MRJ <br />JMJ <br />JFL <br />5/25/00 <br />RB <br />GE <br />GE <br />0 <br />0 <br />z <br />0 <br />O <br />Ln <br />z MATCH LINE TO SHEET 7e <br />WATCH LINE TO SHEET 7d <br />E35000 <br />LEGEND <br />-10— THICKNESS OF CUT IN FEET <br />—10--- THICKNESS OF FILL IN FEET <br />EXISTING LIMITS OF PHASE I, II AND III <br />LIMITS OF PHASE IV <br />AREA REQUIRING REMEDIATION OF UNDERGROUND OPENINGS <br />AREA REQUIRING CUT <br />OUG300 SURFACE DISTURBANCE TO BE REMEDIATED <br />E35500 <br />E36000 <br />NOTES <br />E36500 <br />CLIENIT DATE <br />PIRINT ISSUE RECORD <br />1. REFER TO UNDERGROUND WORKINGS REPORT FOR DESCRIPTIONS OF <br />CORRESPONDING UNDERGROUND WORKINGS /SURFACE DISTURBANCES. <br />2. CUT /FILL FOUNDATION GRADING DEPTHS CALCULATED AFTER AN <br />ASSUMED 1' AVERAGE TOPSOIL STRIPPING, HOWEVER, ALL <br />SALVAGEABLE TOPSOIL SHALL BE REMOVED. EARTHWORK VOLUMES <br />AND ISOPACH MAP WERE CALCULATED ON A 10' GRID INTERVAL. <br />3• CUT /FILL VOLUMES GENERATED BY CONTRACTOR MAY VARY <br />FROM THAT SHOWN BASED ON FOUNDATION CONDITIONS <br />ENCOUNTERED DURING CONSTRUCTION. <br />4. DRAWING CUT AND FILL PRESENTED FOR INFORMATION ONLY. <br />5. SEE DRAWING 12 FOR UNDERGROUND REMEDIATION DETAILS. <br />6. REMEDIATE ALL UNDERGROUND WORKINGS WITHIN 50 VERTICAL FEET <br />OF THE FINAL SOIL LINER SUBGRADE SURFACE. <br />m <br />Scale in Feet <br />0 50 100 200 <br />1" = 100 feet <br />`'+/'+ Cripple Creek & Victor Gold MNng Company <br />$�J Cresson Project <br />aa��.• •• A Joint Venture - AngloGold (Colorado) Corp., Manager <br />TffLE <br />PHASE IVc <br />RENENATION AREAS AND CUT /FILL ISOPACH SHEET 2 OF 2 <br />DRAWN GSL DATE MAY, 2000 <br />CHECKED 708 NO. <br />GE 003 -2142 <br />1=de GE DIGITAL N0. D050 <br />APPROVED JFL <br />ates SCALE <br />AS SHOWN DWG N REV <br />44 UNION BLVD. , SUITE 300, LAKEWOOD, COLORADO 80228 FR.E N0. 3 <br />PHONE: (303)980 -0540 FAX: (303)985 -2080 2142D050 7e <br />