Laserfiche WebLink
0 <br />Q <br />s <br />0 <br />N <br />Y <br />Co <br />z <br />C <br />a <br />o; o <br />0 J 3 <br />U O N <br />;am <br />U m <br />"O <br />m � N <br />pLN�(1 <br />0 <br />N O <br />o- "e <br />N <br />0 a ODN O <br />,7 O <br />O T p <br />%J O <br />E o0 <br />E : z °v°o <br />z DF <br />v <br />1� <br />LOAD OUT <br />BIN PAD <br />% !.EAK 2 <br />D:= fECTION <br />SUMP 1 a <br />,3 <br />E38000 <br />IF THE ABOVE BAR DOES <br />NOT SCALE I INCH THE <br />DRAWING SCALE IS ALTERED <br />a <br />60"0 CSP <br />1 <br />73 <br />r. <br />ME <br />J <br />Uq <br />0 <br />M <br />Ln <br />ENGINEER'S STAMP <br />REGJSlr!4'�i <br />U � <br />2 <br />• CL <br />W <br />e <br />O S � <br />� V <br />5e <br />'T'7 "loft f . <br />0 <br />CV/ <br />LEGEND <br />o - - n MATCH LINE TO SHEET 5e EXISTING GROUND CONTOURS <br />L> —9500— PROPOSED SITE GRADING CONTOURS <br />CONSTRUCTION ACCESS ROAD <br />/ EXISTING HIGHWAY GUARDRAIL <br />EXISTING UNPAVED ROADS <br />.LP EXISTING LIGHT POLE <br />SE -PP EXISTING UTILITY POLE <br />! <br />14 \ \` <br />LEAK DETECTION SUMP <br />/ , \, ■ UNDERDRAIN SUMP <br />EXISTING LIMITS OF PHASE I, II, AND III VLF <br />�J LIMITS OF PHASE IV VLF <br />APPROXIMATE LOCATION OF PRIMARY UNDERDRAINS <br />APPROXIMATE LOCATION OF SECONDARY UNDERDRAIN <br />1 <br />99 00 _ I I I I ■ APPROXIMATE LOCATION OF LEAK DETECTION TRENCH <br />/ E37000 DIVERSION CHANNEL FLOW DIRECTION <br />Mom ■ CERTIFIED LIMITS OF PHASE IVb PSSA <br />TEMPORARY DIVERSION CSP <br />EXTERIOR ANCHOR \ <br />TRENCH SEE <br />DETAIL 5 <br />� 17 <br />cob) /-- <br />J <br />10000 <br />37500 <br />/ <br />1 <br />/ NOTES <br />ash / <br />0 991 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 />i <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 />i 2. PHASE IV RE -GRADE CONTOURS WERE DEVELOPED BY <br />GOLDER ASSOCIATES INC., AND REPRESENT TOP OF SOIL <br />LINER FILL WITHIN THE VLF LIMITS SHOWN. OUTSIDE THE VLF <br />LIMITS, RE -GRADE CONTOURS REPRESENT THE FINISHED <br />GROUND SURFACE. <br />3. EXACT LOCATION OF LEAK DETECTION TRENCHES TO BE <br />APPROVED BY ENGINEER, BASED ON FIELD GRADES. CONTRACTOR <br />EXTERIOR ANCHOR 24.5' / / TO MAINTAIN A MINIMUM LEAK DETECTION TRENCH GRADE OF 1 %. <br />TRENCH SEE <br />DETAIL ACCESS ROAD <br />4. SECONDARY UNDERDRAINS SHOWN ARE FOR REFERENCE ONLY <br />� CL <br />AND MAY BE INSTALLED AS SHOWN, INSTALLED AS TERTIARY <br />17 / <br />1.5_ UNDERDRAINS OR ELIMINATED, BASED ON FIELD CONDITIONS. <br />Q) <br />11 LOCATIONS OF SECONDARY AND TERTIARY UNDERDRAINS WILL BE <br />EL. VARIES ON 2.0% MIN. APPROVED BY ENGINEER. <br />MAX. 10% GRADE I 5. CRUSHER, CONVEYORS AND LOAD OUT BIN LOCATION PROVIDED <br />1 ROAD 5. ON BY GENTRY (DRAWING 30- 300 -SKI, DATED 3/29/00). <br />25. 2 \/ I 1' 6. ALL VLF SLOPES TO BE A MAXIMUM 2.5H: 1 V. <br />1 � � / �� CL ACCESS ROAD DIVERSION CHANNEL 7. UNDERDRAINS SHALL BE PLACED AT NATIVE GROUND ELEVATION AT <br />A MINIMUM 1% GRADE, OR AS APPROVED BY ENGINEER. <br />V/ ADJACENT TO VLF GGROUNDL SURFACE o <br />24" CSP TYP. - 00 SEE DETAIL 1 aya <br />n 1 ACCESS ROAD DETAIL Scale in Feet <br />a7 <br />z 5 d NOT TO SCALE 0 50 100 200 <br />1' = 100 feet <br />N0. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD N0. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD <br />UNLESS LAST REMSION IS HAND WRITTEN UNLESS LAST REVISION IS HAND WRITTEN C <br />2004 RECORD DRAWING <br />REVISED LINER LIMITS <br />ISSUED FOR FINAL AGENCY REVIEW <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />REVISED ISSUE FOR CONSTRUCTION <br />ISSUED FOR CONSTRUCTION <br />ISSUED DRAFT <br />n&uv ripple Creek = Victor Gold Mining Company <br />Cresson Project <br />CLIErVT DATE A Joint Venture - AngloGold (Colorado) Corp., Manager <br />PRINT ISSUE RECORD TITLE <br />PHASE IVc <br />SITE GRADNVG PLAN SHEET 1 OF 2 <br />DRAWN RMN DATE APRIL 2000 <br />CHECKED GE Jog No. 003 -2142 <br />REVIEWED GE DIGCfAL N0. <br />D010 <br />V V1 <br />ll�i APPROVED JFL <br />sceLe AS SHOWN DWG <br />7/26/01 <br />MRJ <br />GE <br />JFL <br />2/23/01 <br />GSL <br />GE <br />JFL <br />2/16/01 <br />SFD <br />GE <br />JFL <br />1/9/01 <br />MRJ <br />JMJ <br />JFL <br />6/9/00 <br />MRJ <br />JMJ <br />JFL <br />5/25/00 <br />MRJ <br />GE <br />GE <br />n&uv ripple Creek = Victor Gold Mining Company <br />Cresson Project <br />CLIErVT DATE A Joint Venture - AngloGold (Colorado) Corp., Manager <br />PRINT ISSUE RECORD TITLE <br />PHASE IVc <br />SITE GRADNVG PLAN SHEET 1 OF 2 <br />DRAWN RMN DATE APRIL 2000 <br />CHECKED GE Jog No. 003 -2142 <br />REVIEWED GE DIGCfAL N0. <br />D010 <br />V V1 <br />ll�i APPROVED JFL <br />sceLe AS SHOWN DWG <br />UNION BLVD. SUITE 300, LAKEWOOD, COLORADO 80220 <br />PHONE: 303 980 -0540 FAX: 303 985 -2080 <br />p <br />5d <br />R44 <br />PILE No. <br />2142D01 0 <br />