20m HIGH BERM STA. 0+000 to 0+725 10m HIGH BERM ... - Timmins
20m HIGH BERM STA. 0+000 to 0+725 10m HIGH BERM ... - Timmins
20m HIGH BERM STA. 0+000 to 0+725 10m HIGH BERM ... - Timmins
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File Location: P:\24000\24275 Goldcorp - Hollinger Civil Studies\JLR DWG\Civil\0-Detailed berm design drawings\berm\working folder\24275 <strong>BERM</strong> Aug 9 copy.dwgRAILWAY STREETX X X XKNOX STREETX X XLAIDLAW STREETSHANIA TWAIN DR.X X XLANG STREETDALE STREET104C03BRUNETTE STREETXXX X2nd AVE.XXXXX XX XX XX X XPROPOSED<strong>BERM</strong><strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. <strong>0+000</strong> <strong>to</strong><strong>0+725</strong>102C03PROPOSED REALIGNMENTOF SHANIA TWAIN DRIVE .MONETA AVE0+1000+0503+8003+8110+150<strong>0+000</strong>0+200<strong>20m</strong> <strong>BERM</strong>0+2500+3000+3500+4000+4500+5000+5500+600<strong>20m</strong> <strong>BERM</strong>0+650<strong>10m</strong> <strong>BERM</strong>0+7000+750X XX XXWATER TOWER RD.BRUNETTE RD.3+75015m <strong>BERM</strong>XX X0+800101C03XXXX X XXXX XX X X X X X X XX X XX XXXX XX X X XX XX X X X X XX X X X X XX X XXX XX X X X XX X XXX X X X X X X X X X X XX X X X XXX XXXX X XX XX X XX X X XX X X X X X X X X X XX X X XX X X XX X XX X XXXX X X XXLUZENACXX X X XXXXRONAX XA&WALGONQUIN BLVD EASTFELDMANHOME HEALTHCARESHOPPERSDRUGMART1.THE COOPERATORS2.CURVES3.BULK BARNACKLANDSGRAINGERFLOORSFIRSTLINDETIFFANY'SCANADAKITCHENLIMITEDCOMFORTINNPORCUPINEGOLD MINESO.K.TIREEXTENDICARETIMMINS RESIDENCESPECTRUMGROUPSHANIA TWAINCENTERVIPOND RD..WATERTOWERSHELLSENATORAPT'S<strong>10m</strong> <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. <strong>0+725</strong> <strong>to</strong> 1+800GOLDCORPPROPOSED PITWALLAPPROX. LOCATION OF DUSTSUPRESSION POND.350.0 ±<strong>20m</strong> <strong>HIGH</strong><strong>BERM</strong><strong>STA</strong>. 1+800 <strong>to</strong>2+200TRAILER PARK3+0002+9503+0502+9002+8502+8003+1002+7503+1502+7003+7003+2002+6503+6503+2502+6003+60015m <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. 3+100 <strong>to</strong> END15m <strong>HIGH</strong><strong>BERM</strong><strong>STA</strong>. 2+200 <strong>to</strong>2+7002+4502+5002+5503+3003+5503+5003+4503+3503+4002+400350.0 ±HAUL TRUCKSWILL ACCESS PITFROM THIS POINT2+3002+3502+2502+2002+1500+8502+1000+9002+0500+9501+0001+3001+2501+2001+1501+1001+0501+9001+9502+000<strong>10m</strong> O/S BUFFERFROM PIT WALL<strong>BERM</strong> SECTION 102:1.5H:1V OUTSIDE AND INSIDE SLOPEc/w 4m WIDE DRIVING SURFACE ON TOP<strong>BERM</strong> SECTION 103:2H:1V OUTSIDE AND 1.5H:1V INSIDE SLOPEc/w 4m WIDE DRIVING SURFACE ON TOP<strong>BERM</strong> SECTION 104:3H:1V OUTSIDE AND 1.5H:1V INSIDE SLOPEc/w 4m WIDE DRIVING SURFACE ON TOP<strong>20m</strong> <strong>BERM</strong><strong>BERM</strong> SECTION 101:WIRE MESH STRUCTURE WITH 60° OUTSIDEAND INSIDE SLOPE c/w 4m WIDE DRIVINGSURFACE ON TOP<strong>20m</strong> <strong>BERM</strong>15m <strong>BERM</strong>15m <strong>BERM</strong>PROPOSEDOPEN PIT15m <strong>BERM</strong><strong>20m</strong> <strong>BERM</strong>102C03<strong>20m</strong> <strong>BERM</strong><strong>10m</strong> <strong>BERM</strong>1+4001+3501+8501+8001+4501+5001+5501+6001+6501+7001+750101C03102C03103C03102C034m WIDE ACCESS RAMP TO TOP OF <strong>BERM</strong> AT5.5% GRADE c/w 1m <strong>HIGH</strong> SAFETY <strong>BERM</strong> ONOUTSIDE OF RAMP.352.0 ±103C03PASSANGERTRUCK TURNAROUNDA-AC03101C03PASSANGERTRUCK TURNAROUND<strong>20m</strong> <strong>HIGH</strong><strong>BERM</strong><strong>STA</strong>. 2+700 <strong>to</strong>3+150354.0 ±358.0 ±358.0 ±360.0 ±359.3 ±X X X XX X XX XX X X XX X X XXXX X X XLES HALL ST.FATHER COSTEDWYER AVPROPOSED HAUL ROADA ISSUED FOR CLIENT INFOAUG.11/2011NO. ISSUE DATEThis drawing is copyright protected and may not be reproduced orused for purposes other than execution of the described work withoutthe express written consent of J.L. Richards & Associates Limited.SCALE:1:2,000.L. RichardsPROFESSIONAL <strong>STA</strong>MP PROJECT NORTHPROJECT:GOLDCORPHOLLINGER CIVIL STUDIES<strong>BERM</strong> DESIGNTIMMINS, ONTARIODRAWING:ENVIRONMENTALCONTROL <strong>BERM</strong>SITE PLANDESIGN: BBGJLR NO: 24275PLOTTED: CHECKED: DRAWN: Aug 11, 2011SPBBGDRAWING NO.:C01
File Location: P:\24000\24275 Goldcorp - Hollinger Civil Studies\JLR DWG\Civil\0-Detailed berm design drawings\berm\working folder\24275 <strong>BERM</strong> Aug 9.dwg365360355350345340335330325320315310305EXISTINGPROFILEELEVATION ATTOP OF <strong>BERM</strong>CENTERLINE<strong>STA</strong>TIONING365360355350345340335330325320315310305EXISTINGPROFILEELEVATION ATTOP OF <strong>BERM</strong>CENTERLINE<strong>STA</strong>TIONING370365360355350345340335330325320315310305EXISTINGPROFILEELEVATION ATTOP OF <strong>BERM</strong>CENTERLINE<strong>STA</strong>TIONING0.02%2+7002+7502+8002+8502+9002+9503+0003+0503+1003+1503+2003+2503+3003+350363.60[21.33]364.88[19.76]364.52[23.40]362.56[23.26]360.12[20.11]357.99[20.23]355.53[21.05]353.20[20.57]351.32[20.99]349.46[17.97]347.74[15.23]348.67[17.20]350.47[15.87]350.32[16.80]342.28345.12341.12339.30340.01337.76334.48332.63330.33331.49332.51331.47334.61333.521+3501+4001+4501+5001+5501+6001+6501+7001+7501+8001+8501+9001+9502+000338.92[9.96]337.42[10.93]335.82[16.60]334.71[11.69]334.83[11.05]336.17[10.56]337.88[11.91]339.80[10.75]342.88[15.12]346.75[18.42]349.68[24.91]351.89[19.90]354.10[23.07]356.03[20.93]328.96326.48319.23323.01323.78325.61325.97329.05327.76328.33324.77332.00331.03335.10<strong>0+000</strong>0+0500+1000+1500+2000+2500+3000+3500+4000+4500+5000+5500+6000+650[]329.83[18.33]331.63[20.13]331.57[20.09]331.54[20.03]331.82[20.03]332.86[20.43]335.75[21.69]338.80[19.80]337.63[21.15]338.75[22.75]341.16[20.12]339.36[21.08]336.94[20.95]335.60[20.96]311.50311.50311.48311.50311.79312.43314.05319.00316.49316.00321.04318.28315.99314.64<strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. <strong>0+000</strong> TO <strong>0+725</strong>PROPOSED TOP OF <strong>BERM</strong>EXISTING GROUND8.00%-0.17% -0.08% 0.60% 1.52%8.00%0.00%-6.21%8.00%-4.84%2.09%-2.31%SECTION 101<strong>STA</strong>. <strong>0+000</strong> TO 0+050SECTION 102<strong>STA</strong>. 0+050 TO 0+800EXISTING OVERBURDENEXISTING BEDROCK<strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. 1+800 TO 2+200PROPOSED TOP OF <strong>BERM</strong>EXISTING GROUND-3.18%3.42%7.95%4.42%SECTION 101<strong>STA</strong>. 1+550 TO 1+700SECTION 102<strong>STA</strong>. 1+700 TO 1+800EXISTING OVERBURDENEXISTING BEDROCK<strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>.2+700 TO 3+150PROPOSED TOP OF <strong>BERM</strong>EXISTING GROUND0.55% 5.17%-4.91% -4.23% -5.22%-3.81% -3.71%SECTION 104<strong>STA</strong>. 2+650 TO 2+850SECTION 103<strong>STA</strong>. 2+850 TO 3+100SECTION 102<strong>STA</strong>. 3+100 TO 3+350EXISTING OVERBURDEN3+400348.29[17.32]330.972+050357.31[19.79]337.521.87%0+700338.07[20.06]318.016.70%3+4503+500345.80[16.03]343.31[15.81]329.77327.50-4.98%15m <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. 3+150 TO END2+1002+150358.25[20.23]358.84[20.35]338.02338.500+7500+800338.00[18.51]335.35[10.86]319.49324.49-2.74%-6.34%3+5503+6003+6503+7003+7503+8003+850340.77[14.77]337.51[16.78]333.84[16.07]331.29[15.29]330.00[15.97]329.16[16.85][]326.00320.73317.77316.01314.03312.302+2002+2502+3002+3502+4002+4502+5002+5502+6002+6502+700358.49[17.26]357.96[15.77]358.76[15.28]358.48[15.83]360.32[18.57]362.30[14.92]363.07[17.23]362.72[14.35]361.12[15.59]361.16[19.14]363.60[21.33]341.23342.18343.49342.65341.74347.38345.83348.37345.53342.02342.28-2.56%0+8500+9000+9501+0001+0501+1001+1501+2001+2501+3001+350335.68[10.68]336.00[12.35]336.86[9.88]339.16[10.65]342.00[10.00]340.97[10.58]340.27[16.52]340.08[10.00]340.15[11.14]339.60[11.10]338.92[9.96]325.00323.65326.98328.52332.00330.39323.75330.08329.01328.50328.963.46%-2.40%3.03%8.00%-0.59%2.80%-1.11%-2.46%SECTION 101<strong>STA</strong>. 0+800 TO 0+925<strong>10m</strong> <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. <strong>0+725</strong> TO 1+800SECTION 102<strong>STA</strong>. 0+925 TO 1+5501.61%0.00%-5.00%5.00%-5.00%5.00%0.91%15m <strong>HIGH</strong> <strong>BERM</strong><strong>STA</strong>. 2+200 TO 2+700SECTION 103<strong>STA</strong>. 1+800 TO 2+650 ST3703653603553503453403353303253203153103058.00%-2.58%-7.34%355350345340335330325320315320315310305365360355350345340335330325320315310305SECTION 101<strong>STA</strong>. 3+350 TO ENDNOTE: <strong>BERM</strong> HEIGHTS ARE SHOWN IN BRACKETSBELOW "ELEVATION AT TOP OF <strong>BERM</strong>" LABELLEDAT EACH 50m <strong>STA</strong>TION INTERVAL. (EXISTINGGROUND TO TOP OF <strong>BERM</strong>)A ISSUED FOR CLIENT INFOAUG.11/2011NO. ISSUE DATEThis drawing is copyright protected and may not be reproduced orused for purposes other than execution of the described work withoutthe express written consent of J.L. Richards & Associates Limited.SCALE:1:2,500.L. RichardsPROFESSIONAL <strong>STA</strong>MP PROJECT NORTHPROJECT:GOLDCORPHOLLINGER CIVIL STUDIES<strong>BERM</strong> DESIGNTIMMINS, ONTARIODRAWING:ENVIRONMENTALCONTROL <strong>BERM</strong>CENTERLINE PROFILEDESIGN: BBGJLR NO: 24275PLOTTED: CHECKED: DRAWN: Aug 10, 2011SPBBGDRAWING NO.:C02
7.01.0m <strong>HIGH</strong> SAFETY<strong>BERM</strong> INCORPARATEDINTO WIRE WALL60°7.04.060°1.514.011.5VEGETATEDSLOPEEXTERIORINTERIOREXTERIOR3 1.5INTERIOR11MATCHEXISTING60°60°<strong>10m</strong>+/-MATCHEXISTINGEDGE OFPROPOSEDPIT WALLMATCHEXISTINGEXISTING GROUNDMATCHEXISTING18.5m+/- @ <strong>10m</strong> <strong>HIGH</strong> <strong>BERM</strong>24m+/- @ 15m <strong>HIGH</strong> <strong>BERM</strong>EXISTING GROUND101C01<strong>BERM</strong> SECTIONSCALE: 1:25074.5m+/- @ 15m <strong>HIGH</strong> <strong>BERM</strong>97m+/- @ <strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong>104C01<strong>BERM</strong> SECTIONSCALE: 1:2507.04.01.0m <strong>HIGH</strong> SAFETY<strong>BERM</strong> INCORPARATEDINTO WIRE WALL7.04.0EXTERIOR1.5111.5INTERIORVEGETATEDSLOPE60° WIRE MESH WALL.TYPICAL BOTH SIDES.1VEGETATEDSLOPE1.51.51SHANIATWAINCENTRE15.0(MIN)60°MATCHEXISTINGMATCHEXISTINGEDGE OFPROPOSEDPIT WALL7.0m+/-EXISTING GROUND<strong>10m</strong>+/-10.0m+/-EDGE OFPROPOSEDPIT WALLEXISTING GROUNDAISSUED FOR CLIENT INFOAUG.11/201137m+/- @ <strong>10m</strong> <strong>HIGH</strong> <strong>BERM</strong>52m+/- @ 15m <strong>HIGH</strong> <strong>BERM</strong>67m+/- @ <strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong>102 <strong>BERM</strong> SECTIONA-AC01<strong>BERM</strong> SECTION AT SHANIA TWAIN CENTRESCALE: 1:250NO. ISSUE DATEThis drawing is copyright protected and may not be reproduced orused for purposes other than execution of the described work withoutthe express written consent of J.L. Richards & Associates Limited.SCALE:AS NOTEDC01SCALE: 1:250P:\24000\24275 Goldcorp - Hollinger Civil Studies\JLR DWG\Civil\0-Detailed berm design drawings\berm\working folder\24275 <strong>BERM</strong> Aug 9.dwgMATCHEXISTINGEXTERIOR127.04.01.5 1.51 1EXISTING GROUND59.5m+/- @ 15m <strong>HIGH</strong> <strong>BERM</strong>77m+/- @ <strong>20m</strong> <strong>HIGH</strong> <strong>BERM</strong>103 <strong>BERM</strong> SECTIONC01SCALE: 1:2501.51INTERIORMATCHEXISTINGPROFESSIONAL <strong>STA</strong>MPPROJECT:DRAWING:DESIGN:.L. RichardsPROJECT NORTHGOLDCORPHOLLINGER CIVIL STUDIES<strong>BERM</strong> DESIGNBBGTIMMINS, ONTARIOENVIRONMENTALCONTROL <strong>BERM</strong>SECTIONSJLR NO:24275File Location:DRAWN:CHECKED:PLOTTED:BBGSPAug 10, 2011DRAWING NO.:C03
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