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arm7❑ <br />�_ 01 <br />FmI <br />E] <br />CONSTRUCT TYPE 3 <br />"VI/ <br />A4 GUARD RAIL PER CD07 <br />STD. PLAN NO M-606-1 <br />BEGIN GUARD RAIL "ZI/11 P/ <br />STA: 18+nn.uu <br />OFF: 7.Q' LT. %�% C d/ <br />z <br />1/77S <br />yy 8660 ^_ <br />00 Q. + 5 <br />---ab <br />10 <br />_TYPE <br />GUARD RAIL F BrO40 <br />COOT STD. PLAN <br />NO M-606-1 <br />V\ <br />PROPOSED <br />RETAINING WALL <br />- RE: SHEETC,,.91 :7 <br />17+00 <br />I B+00 <br />j111111 <br />40, <br />/104, <br />fy/ <br />PROPOSED STORM <br />RE: SHEET C6.10 <br />END GUARD RAIL <br />STA, 20 +15.00 <br />0 : 7.0' LT.� <br />631 <br />_j <br />- '..PROPOSED S STORM END GUARD RAIL <br />RE. S H EIT C1 . ?STA: 19+65.00 <br />`,OFF: 7.0' RT. <br />WETLANDS <br />EXI TING RETAINING ALL BOUNDARY1 <br />SAND CULVERT (PIPE) TO <br />BE REMOVED (SEE N f GTE 5) <br />19+❑❑ <br />2❑ +❑0 <br />AFFECTED MINE <br />AREA BOUNDARY <br />77 <br />Aj <br />2 <br />iy 7 <br />Ld <br />APPROXIMATE 100 <br />-YR <br />-"FLOOD PLAIN BOUNDARY. <br />00 <br />/V <br />LSD,-, L <br />FECTED MINE <br />GENERAL NOTES <br />13 <br />AREA BOUNDARY <br />1 REFER TO SHEET CO.00 FOR GENERAL NOTES. <br />12 FT WIDE CRUSHED <br />GRAVEL ROAD 2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF <br />RE: TYP. SECTION, <br />SHEET C2.00. ROAD UNLESS OTHERWISE NOTED. REFER TO SHEET <br />C3.10 FOR CENTERLINE HORIZONTAL CONTROL <br />INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />4. THE CONTRACTOR SHALL REMAIN WITHIN THE <br />AFFECTED MINE AREA BOUNDARY FOR ALL ACTIVITIES <br />RELATED TO CONSTRUCTION OF THE NEW ACCESS <br />ROAD. <br />5. THE CONTRACTOR SHALL TAKE ALL NECESSARY <br />PRECAUTIONS TO PREVENT DEBRIS FROM THE <br />REMOVAL OF EXISTING STRUCTURES FROM SLIDING <br />DOWN THE SLOPE AND IMPACTING THE WETLANDS <br />AREA SHOWN ON THIS PLAN. <br />PROFILE SCALES <br />H OR Z: 111 = 3 0' <br />VERT: I 1I = 1 0' <br />21+0❑ <br />22+❑❑ <br />23+0❑ <br />RECEIVED - <br />APR 10 2012 <br />GPAN') JUVCTION FlEtO <br />RECLAMA D'V'S*N OF OFFtCE <br />TION M'N'NG 8 SAFETY <br />I=1r-%rj■1 <br />a II <br />F=r__S"m_ <br />ELE: ASSOCIATES <br />34130 E. ORCHARD RD. <br />SUITE 2000 <br />GREENWOOD VILLAGE <br />COLORADO go 1 7 1 <br />P 303 770 5600 <br />F 303 770 2349 <br />CLCAaSOO.COM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <br />U) <br />z <br />_j <br />a- <br />z <br />LL0 <br />D <br />Lo <br />z <br />0 <br />L3 <br />z <br />0 <br />0 <br />IL <br />w <br />0 <br />L3 <br />Lo <br />Z <br />z <br />L3 <br />0 <br />J <br />f- <br />om <br />0 <br />❑ Q <br />< o <br />Q_j <br />o <br />J CJ <br />_j <br />% <br />/ONAL <br />PREPARED UNDER THE <br />0 <br />DANIEL J. MADRUGA <br />COLORADO REGISTRATION <br />NO. 36834 FOR AND <br />ON BEHALF OF <br />CLO ASSOCIATES <br />mu <br />W <br />/V <br />LSD,-, L <br />FECTED MINE <br />GENERAL NOTES <br />13 <br />AREA BOUNDARY <br />1 REFER TO SHEET CO.00 FOR GENERAL NOTES. <br />12 FT WIDE CRUSHED <br />GRAVEL ROAD 2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF <br />RE: TYP. SECTION, <br />SHEET C2.00. ROAD UNLESS OTHERWISE NOTED. REFER TO SHEET <br />C3.10 FOR CENTERLINE HORIZONTAL CONTROL <br />INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />4. THE CONTRACTOR SHALL REMAIN WITHIN THE <br />AFFECTED MINE AREA BOUNDARY FOR ALL ACTIVITIES <br />RELATED TO CONSTRUCTION OF THE NEW ACCESS <br />ROAD. <br />5. THE CONTRACTOR SHALL TAKE ALL NECESSARY <br />PRECAUTIONS TO PREVENT DEBRIS FROM THE <br />REMOVAL OF EXISTING STRUCTURES FROM SLIDING <br />DOWN THE SLOPE AND IMPACTING THE WETLANDS <br />AREA SHOWN ON THIS PLAN. <br />PROFILE SCALES <br />H OR Z: 111 = 3 0' <br />VERT: I 1I = 1 0' <br />21+0❑ <br />22+❑❑ <br />23+0❑ <br />RECEIVED - <br />APR 10 2012 <br />GPAN') JUVCTION FlEtO <br />RECLAMA D'V'S*N OF OFFtCE <br />TION M'N'NG 8 SAFETY <br />I=1r-%rj■1 <br />a II <br />F=r__S"m_ <br />ELE: ASSOCIATES <br />34130 E. ORCHARD RD. <br />SUITE 2000 <br />GREENWOOD VILLAGE <br />COLORADO go 1 7 1 <br />P 303 770 5600 <br />F 303 770 2349 <br />CLCAaSOO.COM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <br />U) <br />z <br />_j <br />a- <br />z <br />LL0 <br />D <br />Lo <br />z <br />0 <br />L3 <br />z <br />0 <br />0 <br />IL <br />w <br />0 <br />L3 <br />Lo <br />Z <br />z <br />L3 <br />0 <br />J <br />f- <br />om <br />0 <br />❑ Q <br />< o <br />Q_j <br />o <br />J CJ <br />_j <br />z <br />❑ <br />F <br />IL <br />E2 <br />L3 <br />U1 <br />W <br />0 <br />❑ <br />APR 2 3 <br />Q'Visi011 0� Ra <br />. <br />Mining & <br />. I <br />< I - , - I - <br />armzo w <br />❑ <br />24+❑❑ <br />I 1 111111 <br />NORTH ❑ is 3❑ <br />SCALE: I" = 301 -011 <br />0 <br />0✓ <br />to <br />In <br />W <br />U <br />U <br />41 <br />3 <br />W <br />Z <br />PROJECT #: 1 1 .0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />C 4. 1 1 <br />% <br />/ONAL <br />PREPARED UNDER THE <br />DIRECT SUPERVISION OF <br />DANIEL J. MADRUGA <br />COLORADO REGISTRATION <br />NO. 36834 FOR AND <br />ON BEHALF OF <br />CLO ASSOCIATES <br />W <br />J <br />LL <br />0 <br />0� <br />IL <br />z <br />❑ <br />F <br />IL <br />E2 <br />L3 <br />U1 <br />W <br />0 <br />❑ <br />APR 2 3 <br />Q'Visi011 0� Ra <br />. <br />Mining & <br />. I <br />< I - , - I - <br />armzo w <br />❑ <br />24+❑❑ <br />I 1 111111 <br />NORTH ❑ is 3❑ <br />SCALE: I" = 301 -011 <br />0 <br />0✓ <br />to <br />In <br />W <br />U <br />U <br />41 <br />3 <br />W <br />Z <br />PROJECT #: 1 1 .0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />C 4. 1 1 <br />