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PERIMETER ROAD PERIMETER ROAD <br /> 20' MIND" 20' MINIMUM <br /> 10.0' 2 10.0' <br /> PROFILE/ALIGNMENT• OVERBURDEN MATERIAL 1' MINIMUM SOIL h•PRO"LE/ALIGNMENT v ` `OVERBURDEN MATERIAL <br /> REFERENCE LINER FILL REFERENCE <br /> POINT POINT <br /> N1 N1 TYPICAL ROAD N2 N2 TYPICAL ROAD <br /> A400 430 BURIED GEOMEMBRANE A400 A430 NTS <br /> NTS <br /> _PERIMETER ROAD <br /> 15' MINIMUM PERIMETER ROAD <br /> 15' MINIMUM <br /> -7.5' <br /> 7.5'— 2 <br /> 1 1� <br /> ALIGNMENT , <br /> SPREPARED <br /> UBGRADE REFERENCE -PROFILE/ALIGNMENT <br /> POINT REFERENCE OVERBURDEN MATERIAL <br /> FUTURE 1' MINIMUM POINT <br /> SOIL LINER FILL <br /> FUTURE 80 milrQ LLDPE GEOMEMBRANE TYPICAL CONSTRUCTION ROAD <br /> A400 (NO/BURIED GEOMEMBRANE <br /> NTS <br /> p TYPICAL CONSTRUCTION ROAD <br /> 400 FUTURE GEOMEMBRANE LINED) <br /> NTS PERIMETER ROAD MILL PLATFORM <br /> 15' MINIMUM <br /> - 7.5' 2.0' <br /> 80 mil LLDPE <br /> GEOMEMBRANE <br /> ' MINIMUM SOIL <br /> .00O 1 OO LINER FILL C) ReGr,, <br /> FUTURE 2' 7 .... . .•� ... ! O ..•.,, <br /> MINIMUM DRAIN �(, I 'r..' ,� •� �•••• <br /> COVER FILL <br /> ALIGNMENT ' 't("� )PREPARED )) '-� PREPARED i <br /> REFERENCE <br /> SUBGRADE POINT �. -"' � SUBGRADE <br /> FUTURE 1' MINIMUM •,� -1 <br /> SOIL LINER FILL 8 Q S• <br /> FUTURE 80 mil 32 •' <br /> LLDPE GEOMEMBRANE <br /> S TYPICAL NORTH PERIMETER ROAD S70NAL� <br /> A430 NTS <br /> REFFRr.NC.E.. NOTES: CLIENT CRIPPLE CREEK & VICTOR <br /> EkISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br /> RECV FROM FORESIGHT WEST SURVEYING. INC. GOLD MINING COMPANY <br /> SQUAW GULCH BASE TOPL,—PHASE 1 - F:EVISED.OWG 1. COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY PROJECT <br /> (RECV MARCH 14,2010) <br /> SQUAW 0ACH BASE TOPO - PHASE 2.DWe THE MANAGER TO BACKFlLL ANCHOR TRENCH. ANCHOR MILL SITE EARTHWORKS <br /> g (RECV APRIL 24,2010) TRENCHES INTERNAL TO THE VLF WILL BE BACKFILLED WITH <br /> SQUAW GULCH BASE TDPO - PHASE 3.DWG SOIL LINER FILL FOR THE UPPER 1FT (MIN.). TITLE <br /> (RECV MAY 4.2010) <br /> CCV TOPO EXPANSION 12-29-10 NORTH AREA.DWG 2. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN OVERBURDEN STORAGE AREA <br /> (RECV JANOARY 13,2011) COVER FILL DEPTHS FOR WORKING OVER GEOSYNTHEIICS AND <br /> CCV TOPO EXPANSION 01-28-11 SOUTH ARE.A.DWc PIPING WffH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br /> (RECV JANOARY 28,2011) JNM SECTIONS <br /> sHs?TOPO?-D7-n.OWc 3. HAUL ROAD WIDTH IS 80ft AND CONSTRUCTION BENCH WIDTH 0 B/18/12 ISSUED FOR CONSTRUCTION CMT <br /> (RECV JULY 11,2Q11) <br /> VLF2 TOPO ExPANSION e-05-11.DWG IS 15FT. DISCLAIMER DESIGNED BY CMT CHECKED BY JNM <br /> (RECV AUGUST 9,2011) V <br /> 09028-COMOSITE-TOPO MI.E LIMITS.Ow6 4. BEFORE TRAFFIC CAN ACCESS THE HAUL ROAD, ORE WILL BE USE <br /> PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br /> PLACED ABOVE THE DRAIN COVER FILL TO A MINIMUM USE RT TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br /> (RECV MAY 28.2010 FPOM CCWV) DRAWN BY CMT APPROVED BY JNM <br /> THICKNESS AS REQUIRED BY THE VEHICLE TYPE. EFFORTS.RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RATIOS TO SUCH <br /> TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE.ANY ALTERATION OR FlLENAYEADAPTA DRAWING No REV <br /> SOLE RISK ANDTMWITHOUTDATA <br /> ANY LIABILITY ORFLEGAL DRAWING <br /> RESPONSI RESPONSIBILITY TO AMECUSER'S 74201125GPO4 A425 0 <br />