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4' MIN. DRAIN <br />COVER FILL FROM <br />80 MIL TEXTURED NON- LEACHED ORE <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE O O O O <br />2' MIN. <br />DRAIN COVER FILL 3' IMIN. <br />1 MIN. 1 <br />SOIL LINER FILL JJ <br />4' MIN. DRAIN <br />COVER FILL FROM <br />NON- LEACHED ORE <br />80 MIL TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE -� <br />2' MIN. <br />DRAIN COVER FILL <br />1' MIN. <br />SOIL LINER FILL <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />COMPACT SOIL LINER FILL OR OTHER <br />FILL APPROVED BY ENGINEER TO <br />BACKFILL ANCHOR TRENCH <br />GRADE <br />io/� <br />2' MIN. <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />3' <br />MIN. <br />2' <br />f MIN. i <br />COMPACT SOIL LINER FILL OR OTHER <br />FILL APPROVED BY ENGINEER TO <br />BACKFILL ANCHOR TRENCH <br />GRADE <br />ORE STORAGE AREA ANCHOR TRENCH DETAIL <br />NOT TO SCALE <br />NEW VLF LINER SYSTEM <br />SEE DETAIL e <br />�- 2.5 MAX <br />EXISTING VLF <br />LINER SYSTEM <br />TEMPORARY DIVERSION CHANNEL <br />SEE DRAWINGS 8e - 8h <br />ORIGINAL GROUND SURFACE <br />ACCESS ROAD <br />15 / <br />2% <br />O O O �- <br />0 O <br />STRUCTURAL FILL 5 2.5H 1V <br />SLOPE <br />SEE DETAIL <br />STRUCTURAL FILL 17 <br />PREPARED SUBGRADE <br />BEFORE EXTENSION <br />15' ACCESS ROAD - <br />NEW VLF 6 <br />LINER <br />2 5 MAXI SEE DETAIL <br />AX S <br />0 0 0 <br />PLACE COMPACTED STRUCTURAL <br />PREPARED SUBGRADE FILL IN DIVERSION CHANNEL <br />AFTER EXTENSION <br />PHASE IVb INTERIM ANCHOR TRENCH <br />75' <br />CENTERS <br />(TYP. ) <br />NOT TO SCALE <br />I <br />m 17 NOT TO SCALE 7 NOT TO SCALE <br />M <br />0 <br />0 <br />a <br />N <br />!n <br />Z <br />z <br />I <br />ENGINEER'S STAMP <br />NO. <br />REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />DATE <br />BY <br />CHKD <br />AP'VD <br />NO. <br />REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />DATE <br />BY <br />CHKD <br />O <br />UNLESS LAST REVISION IS HAND WRITTEN <br />O <br />4" DIA. PCPE <br />O <br />2' MIN. DRAIN <br />0 <br />0 <br />COVER FILL <br />o <br />4' MIN. DRAIN COVER <br />a' a <br />°m <br />O <br />O <br />HIGHWAY <br />GRADE <br />O O <br />O <br />FILL FROM NON- <br />80 MIL TEXTURED <br />0 <br />SOLUTION <br />m <br />..��``�\�pIREG /S��''i,. <br />ACCESS ROAD <br />LEACHED ORE <br />(TEXTURE FACE DOWN) <br />COLLECTION <br />1' MIN. SOIL <br />0 <br />15 CONDITIONS IN CUT <br />4 <br />I <br />LLDPE GEOMEMBRANE <br />/ 3 e•7 <br />GSL <br />PIPE <br />LINER FILL <br />\ � <br />1 <br />VARIES <br />0 <br />\ \� <br />2' DRAIN <br />2003 RECORD DRAWING <br />10/16/03 <br />RLB <br />KF6 <br />JFL <br />\' <br />2 (FILL) <br />aNa <br />_ <br />80 <br />3 /30/02 <br />MRJ <br />\ 2.5 <br />2.5 (CUT) <br />2.5 MIN. <br />COVER <br />0 <br />0 <br />ors <br />XTUREEFACEEDOWN <br />( ) <br />%��••��a•° �� <br />/ <br />WIDENED ACCESS ROADS <br />\ \ 1 <br />MRJ <br />1 <br />JFL <br />M <br />1 % <br />1' MIN. SOIL <br />0 <br />LLDPE GEOMEMBRANE <br />%,s ✓ONALVN��`��� <br />1' <br />MIT <br />2' MIN. STRUCTURAL <br />Q <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />i <br />LINER FILL <br />GE <br />JFL <br />PREPARED FOUNDATION <br />Z o <br />o <br />f / /l11111I1111 \� <br />FILL BERM OR <br />Z1 <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />SURFACE FOR SOIL <br />MRJ <br />GE <br />JFL <br />NATURAL GROUND <br />a <br />a <br />IF THE ABOVE BAR DOES <br />LINER FILL <br />6/9/00 <br />MRJ <br />2 <br />JFL <br />NOTE: <br />Q <br />Z'a <br />o08 <br />t <br />1. REFER <br />TO <br />PROJECT SPECIFICATIONS REGARDING <br />MINIMUM DRAIN <br />GE <br />\— CONDITIONS IN <br />FILL <br />17 PREPARED SUBGRADE <br />COVER <br />FILL <br />DEPTHS FOR WORKING OVER GEOSYNTHETICS <br />AND <br />Q <br />DRAWING <br />PIPING <br />WITH RUBBER TIRE OR TRACK MOUNTED <br />EQUIPMENT. <br />/ 5 \ <br />TYPICAL EXTERIOR <br />ANCHOR TRENCH DETAIL <br />�ORE <br />STORAGE AREA LINER <br />DETAIL <br />a <br />I <br />m 17 NOT TO SCALE 7 NOT TO SCALE <br />M <br />0 <br />0 <br />a <br />N <br />!n <br />Z <br />z <br />I <br />ENGINEER'S STAMP <br />NO. <br />REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />DATE <br />BY <br />CHKD <br />AP'VD <br />NO. <br />REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />DATE <br />BY <br />CHKD <br />AP'VD <br />UNLESS LAST REVISION IS HAND WRITTEN <br />UNLESS [AST REVISION IS HAND WRITTEN <br />0 <br />0 <br />o <br />a' a <br />°m <br />0 <br />m <br />..��``�\�pIREG /S��''i,. <br />© <br />0 <br />P ••.. T� <br />�j� E. [6F» <br />2004 RECORD DRAWING <br />/ 3 e•7 <br />GSL <br />0 <br />t00 <br />2003 RECORD DRAWING <br />10/16/03 <br />RLB <br />KF6 <br />JFL <br />aNa <br />_ <br />2002 RECORD DRAWING <br />3 /30/02 <br />MRJ <br />GE <br />JFL <br />0 <br />0 <br />ors <br />%��••��a•° �� <br />/ <br />WIDENED ACCESS ROADS <br />7/26/01 <br />MRJ <br />GE <br />JFL <br />0 <br />�o° <br />%,s ✓ONALVN��`��� <br />Q <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />2/16/01 <br />SDF <br />GE <br />JFL <br />Z o <br />o <br />f / /l11111I1111 \� <br />Z1 <br />REVISED, RE- ISSUED FOR CONSTRUCTION <br />7/10/00 <br />MRJ <br />GE <br />JFL <br />0 <br />a <br />a <br />IF THE ABOVE BAR DOES <br />ISSUED FOR CONSTRUCTION <br />6/9/00 <br />MRJ <br />JMJ <br />JFL <br />Q <br />Z'a <br />o08 <br />NOT SCALE 1 INCH THE <br />SCALE IS ALTERED <br />ISSUED DRAFT <br />5/25/00 <br />MRJ <br />GE <br />GE <br />DA <br />Q <br />DRAWING <br />REMOVE DRAIN COVER FILL EXTRUSION WELD <br />FOR GEOMEMBRANE CONNECTION <br />3' \ <br />MIN. \ <br />I <br />EXISTING LLDPE <br />GEOMEMBRANE- <br />NEW 80 MIL TEXTURED (TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />3' <br />MIN. <br />f 2' <br />MIN. <br />NEW VLF LINER SYSTEM <br />SEE DETAIL e <br />17 <br />BACKFILL (SEE NOTE 1) <br />NOTE: <br />1. MAINTAIN A MINIMUM OF 1' OF SOIL LINER <br />FILL AT TOP OF ANCHOR TRENCH. <br />PHASED LINER CONNECTION SECTION <br />ACCESS ROAD <br />2 MIN. <br />1 (— 2' MIN. STRUCTURAL <br />FILL PAD BERM <br />80 MIL TEXTURED <br />(TEXTURE FACE DOWN)- <br />LLDPE GEOMEMBRANE <br />PREPARED FOUNDATION <br />SURFACE FOR SOIL LINER FILL <br />DATE <br />NOT TO SCALE <br />11 <br />12 OZ. NON -WOVEN <br />GEOTEXTILE <br />22.5 MIN. <br />�� 11 <br />INTERIM ANCHOR TRENCH DETAIL <br />80 MIL TEXTURED <br />(TEXTURE FACE DOWN) <br />LLDPE GEOMEMBRANE <br />2' MIN, DRAIN <br />COVER FILL <br />1' MIN. SOIL <br />LINER FILL <br />3' MIN. EXTRUSION 2 MIN. DRAIN <br />OVERLAP i WELD COVER FILL <br />1' MIN. <br />SOIL LINER FILL <br />CTRUCTURAL FILL OR <br />NATURAL GROUND <br />AFTER REMOVAL OF INTERIM ANCHOR TRENCH DETAIL <br />NOTE <br />1. CONTRACTOR TO REMOVE 12 OZ. NON -WOVEN GEOTEXTILE, UNDER TRENCH, <br />GEOMEMBRANE COVERING PAD BERM AND BERM AS PART OF SUBSEQUENT <br />YEAR CONSTRUCTION. <br />4 PHASE IVa INTERIM ANCHOR TRENCH <br />CLIENT <br />PRINT ISSUE RECORD <br />NOT TO SCALE <br />G <br />+� Cripple Creek & Victor Gold Mining Company <br />Cresson Project <br />Rry DATE %w • • A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TITLE <br />PHASE IV <br />VLF SECTIONS AND DETALS <br />DRAWN RB "•'a JUNE, 2001 <br />JOB NO. <br />GE 003 -2142 <br />GE DIGITAL No. D039 <br />JFL <br />AS SHOWN DWC <br />2142D039 1 7 6 <br />44 UNION BLVD. <br />PHONE: (3( <br />80228 <br />