2004-10-08_REVISION - m1980244 (13)

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9 E38000 E s 0 0 a Ll 0 o ; v o 9131 F_ w w w z 975 a w J W 970 rem 1 0 7 chit Z z w U =, 0 O J o Z o ADR BUILDING N (DESIGN BY OTHERS) \ CRUSHER AREA FILLS i 'i Ili, (BY OTHERS) r (2) 24 °0 SDR17 HDPE \ �0 X00 ak0 — 7 +00 4% a125� w o �l / Nl 11 10 11 Z cP N CD 0 CD R =61.50 L =46.76 Tan =24.58 A= 43'33'S3� Q I — 9)1, 1�Xp0 z U' J J J R= 123.43 L= 166.84 Tan =98.97 A= 77.26'5f m FINISH GRADE ELEVATIONS. GE 0� DIFIED TO SUIT FIELD CONDITIONS, AS APPROVED BY THE ENGINEER. GSL toa GRADES (i.e. TOP OF RIPRAP), UNLESS OTHERWISE NOTED. % O 0 0 r7 0) rn u) rn N <°N0 SFD GE O N p THE FINISHED CHANNEL INVERT, FILL SHALL BE PLACED, MRJ n� a o , m JFL 5/25/00 � U 0 AS APPROVED BY THE ENGINEER. GE Z moC) CERTAIN GRADE CHANGES, SEE DETAILS ION o .. U OVER DITCH, PLACE (3) 42" CSP's IN E ovo4; 0 0-° v IF THE ABOVE BAR DOES z a NOT SCALE I INCH THE 0 DRAWING SCALE IS ALTERED 0 ENGINEER'S STAMP .� IVTvv II+UU 12 +00 13 +00 14 +00 R= 100.52 L =98.54 Tan =53.6, A =56' 1 O'C R= 381.937750 L= 100.82 Tan =50.70 A= 15'07'22 '-,<� E37500 9850 0 O + LU w W Q v V) 9750 zo w z a > W = W U H i 9700 9650 0 0 r7 rn 15 +00 i iwvw�� of vnlJILMPI JIHItJ JUKVt_YING INU., BASED ON TOP OF SOIL LINER FILL 6. FINAL ALIGNMENT AND PROFILE OF PERIMETER ACCESS ROAD TO BE FIELD FIT DEPENDING AS —BUILT SURVEY FOR PHASE I, II, & 1999 PHASE III. ALL OTHER AREAS WERE 63ASED ON ON SITE SPECIFIC CONDITIONS AND MATERIALS ENCOUNTERED. PERMANENT DIVERSION CHANNEL PROFILE PHASEAIII AND PROPOSED EPASE 1IVgREGRAODING SLIDE ELOPED BY GOLDER ASISOC SURVEY. 2000 7. DIVERSION CHANNEL EXCAVATION SIDE S NO. I REVISION DESCRIPTION THUS DRAWING IS NWT APPROVED UNLESS LAST REVISION IS HAND WRITTEN 2004 RECORD DRAWING 2003 RECORD DRAWING REVISED DIVERSION CHANNEL GRADE REVISED, RE— ISSUED FOR CONSTRUCTION REVISED, RE— ISSUED FOR CONSTRUCTION REVISED, RE— ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED DRAFT IAITES INC. LOPES TO BE NO STEEPER THAN 1H:1V IN Scale in Feet BEDROCK AND 1.5H:1 V IN SOILS, AS APPROVED BY THE ENGINEER, BASED UPON SITE 2. ELEVATIONS TO THE LEFT OF THE PROFILE STATIONS REFER TO GROUND SURFACE ELEVATIONS ALONG CONDITIONS IN THE FIELD. 0 25 50 100 THE ALIGNMENT CENTERLINE. ELEVATIONS TO THE RIGHT OF THE PROFILE STATIONS i REFER TO THE 8. CSP GRADES SHOWN MAY BE MO 1" = 50 feel FINISH GRADE ELEVATIONS. GE JFL DIFIED TO SUIT FIELD CONDITIONS, AS APPROVED BY THE ENGINEER. GSL 3. ALL GRADES INDICATE FINAL CONSTRUCTION GRADES (i.e. TOP OF RIPRAP), UNLESS OTHERWISE NOTED. 9. WHERE THE EXISTING GROUND 0 r7 0) rn u) rn R= 100.52 L =98.54 Tan =53.6, A =56' 1 O'C R= 381.937750 L= 100.82 Tan =50.70 A= 15'07'22 '-,<� E37500 9850 0 O + LU w W Q v V) 9750 zo w z a > W = W U H i 9700 9650 0 0 r7 rn 15 +00 i iwvw�� of vnlJILMPI JIHItJ JUKVt_YING INU., BASED ON TOP OF SOIL LINER FILL 6. FINAL ALIGNMENT AND PROFILE OF PERIMETER ACCESS ROAD TO BE FIELD FIT DEPENDING AS —BUILT SURVEY FOR PHASE I, II, & 1999 PHASE III. ALL OTHER AREAS WERE 63ASED ON ON SITE SPECIFIC CONDITIONS AND MATERIALS ENCOUNTERED. PERMANENT DIVERSION CHANNEL PROFILE PHASEAIII AND PROPOSED EPASE 1IVgREGRAODING SLIDE ELOPED BY GOLDER ASISOC SURVEY. 2000 7. DIVERSION CHANNEL EXCAVATION SIDE S NO. I REVISION DESCRIPTION THUS DRAWING IS NWT APPROVED UNLESS LAST REVISION IS HAND WRITTEN 2004 RECORD DRAWING 2003 RECORD DRAWING REVISED DIVERSION CHANNEL GRADE REVISED, RE— ISSUED FOR CONSTRUCTION REVISED, RE— ISSUED FOR CONSTRUCTION REVISED, RE— ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED DRAFT IAITES INC. LOPES TO BE NO STEEPER THAN 1H:1V IN Scale in Feet BEDROCK AND 1.5H:1 V IN SOILS, AS APPROVED BY THE ENGINEER, BASED UPON SITE 2. ELEVATIONS TO THE LEFT OF THE PROFILE STATIONS REFER TO GROUND SURFACE ELEVATIONS ALONG CONDITIONS IN THE FIELD. 0 25 50 100 THE ALIGNMENT CENTERLINE. ELEVATIONS TO THE RIGHT OF THE PROFILE STATIONS i REFER TO THE 8. CSP GRADES SHOWN MAY BE MO 1" = 50 feel � DATE PHASE IV PERMANENT SURFACE WATER DIVERSION 10/16/03 RLB K M JFL Q PLAN AND PROFILE SHEET 1 OF 4 A 7/26/01 FINISH GRADE ELEVATIONS. GE JFL DIFIED TO SUIT FIELD CONDITIONS, AS APPROVED BY THE ENGINEER. GSL 3. ALL GRADES INDICATE FINAL CONSTRUCTION GRADES (i.e. TOP OF RIPRAP), UNLESS OTHERWISE NOTED. 9. WHERE THE EXISTING GROUND PROFILE IS BELOW JFL 4. 2' MINIMUM COVER REQUIRED FOR CSP. SFD GE STRUCTURAL FILL OR OTHER THE FINISHED CHANNEL INVERT, FILL SHALL BE PLACED, MRJ JMJ JFL 5/25/00 MRJ AS APPROVED BY THE ENGINEER. GE 5. CONCRETE THRUST BLOCKS REQUIRED FOR DRAWING 15. CERTAIN GRADE CHANGES, SEE DETAILS ION 10. FOR TEMPORARY CROSSINGS OVER DITCH, PLACE (3) 42" CSP's IN MINIMUM OF 2' SOIL COVER DITCH. PLACE A OVER CROWN OF PIPE. DATE BY CHKD AP'VD NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD 0 UNLESS LAST REVISION IS HAND WRITTEN CC CNpple Creek 8 Victor Gold Company �V Cresson Project t CLIENT DATE A Joint Venture — AngloGold (Colorado) Corp., Manager PRIMT ISSUE RECORD ITME � DATE PHASE IV PERMANENT SURFACE WATER DIVERSION 10/16/03 RLB K M JFL Q PLAN AND PROFILE SHEET 1 OF 4 A 7/26/01 MRJ GE JFL 7/10/01 GSL GE JFL 2/16/01 SFD I GE I JFL 7/28/00 SFD GE JFL 6/9/00 MRJ JMJ JFL 5/25/00 MRJ GE GE 44 UNION BLV PHONE: SUITE 300, LAKEWOOD, COLORADO 80228 GSL MAY, 2000 CHECKED TAC JOB NO. 003 -2142 RBYIE� JFL DIGITAL NO. D018 IPPROVED JFL iTI IE AS SHOWN DEG M �� nLe N0. 2142DO18 8a 6