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MATCHLINE STA: 1 S +SO SEE SHEET C4.21 <br />\\, <br />\\ 5g <br />- <br />- f <br />8Cg 0- <br />\\ v <br />0 - - - OUNDARY" <br />— ` \>,RO <br />8680 _ \ \ \ \ \ \n \ <br />EXISTING SERVICE ROAD ',' _ { �' /� V,` �� 8r,90___ - z = =— _ - < 5\ n \ \ \b� \� �\ <br />-- - I R.O.W. ' 12 FT WI6E CRUSHED GRAVEL <br />ROAD ; <br />\.:.. �- -Y. 8690 - .,\ ;11 \ } \ <br />\ 1 1 \ \ EGB - RE: TYP. SECTION, SHEET C2.00. `'° \__ 87(j" -.. <br />\111`\\. \ \ <br />\ `\ AFFECTED MINE...., - <br />_- AREA BOUNDARY <br />8/10 <br />'12- <br />�0, ;' :j1 Q I 5 ; ". _ <br />EXIST: EDGE — '15, _ h1 h ,, —„ K - + t &j <br />\ \ \ 31_- 7,0 , 13 <br />\ OF PAVEMENT <br />I I <br />� <br />" <br />o� <br />I <br />_ - . — — - 7, <br />a <br />,- �_ - = - - --- -4715 _- - - __�•- �� � \I 1. 11 � <br />- <br />�• � �� � <br />y J <br />T � , I <br />� <br />111111 <br />� I <br />\ - 8 7 _ w \, , <br />10 _. \ \\ \\� -'1' \ ` , 10- \ \ I\ \ aJ S o \111111 <br />\ I /� i - <br />- v 67 <br />/ vVTC ti <br />DD Go111111111111j \P' <br />RCD' <br />}SYA :10 +00 <br />1 \\ \ `MATCH EXISTING <br />i A VA <br />��__ v I \ _- i _ <br />FAIRVIEW LAND CORPORATION /r / <br />X, RCD <br />} <br />TYP. /i <br />\ V, 3 l . Or i <br />CY <br />i <br />AFFECTED MINE <br />AREA BOUNDARY ' <br />STATION 1 0+00 - I B+SO <br />12,1 1' 3, <br />ROAD <br />Select Fill <br />Behind Wall <br />Retaining Wall <br />Tie Backs <br />Select Fill Footing <br />Guard Rail <br />Silt Fence <br />- 1.5:1 Slope <br />i Wattles <br />i— TW <br />Segmental Block <br />Retaining Wall <br />(Height Varies, See Plan) <br />1' Drain Pipe <br />BW <br />Bury One Block <br />1.5.1 Slope <br />Wattles <br />' Match Exist. Ground <br />Note: See Structural Design for Exact Dimensions of Wall Footing, <br />Depths of Select Fill Behind Wall, and Lengths of Tie Backs. <br />WALL SECTION X -X <br />NOT TO SCALE <br />N OTE: <br />AFTER GRADING OPERATIONS HAVE BEEN COMPLETED, COVER ALL <br />SLOPES STEEPER THAN 2:1 WITH EROSION CONTROL BLANKETS <br />PER CDOT STANDARD PLAN NO, M -208 -1 <br />+` ,K' IlilllllI � 1111• ,11'a <br />1111111j111,1 tilly ,1} �� �V AVi, <br />/8678 L0Ilillll�,�f�l����� \�� \ \vw <br />,� ti4 �I,IIIII!jl�illlli i1111�'Ill�i�ll ��� \; \� <br />�.` ///;? i1111IIIII' IVlillllll ,lll�l!lililla!!Ili'll <br />% /ii l 1, it11�/ r�llhll��ll11j11111 ,)Illlllllillllll <br />�� %i ; r'! �11111111� ;II;lillllllliilulf,',�!;';, ���;�11 <br />/ .�i 11111>� VIII 1111111111'IIL �11 f'1 /i! �! X11. <br />��!�� , 1111 «111111111'lill '! 111I,yil Alulu -�, <br />�� X1111 IV,�llfl��l IIIIIIII� ;I�;IIIij1111�11�1`,Ijl �11111111�111 <br />_ ' , 1111tit11V'i111111 1111�1111i111j1111111111 ;''I�Ili�i!I.'il�;ff <br />���� 111i1�1111l 1\ 11v IV` 11411111IIII ,IID,11''111111111111j 1' <br />11!11'i111111;11``11111 Milli jilil 11'1; j�;'Ifljl 11111 <br />vV y <{,{yv 11, i1i, �1�11�11', �IIIIfl91111i1111 ,�1����i'i;i���iliiljl <br />V ,11 { V11 }, 1,,I11111111i11i Illiiiilllllil� ill��illllliil IIII{ <br />V y \A\ \ Vv�,1 \1111I1lIIIiN111'; lil1 l il l fl' 11i h <br />\\ 11_ \ \1 I `Ili'111( IIl�illl;l ii ' <br />LEGEND <br />8715 <br />717 <br />_.- — -- -- —8715— ..— — <br />- - - 8717.. -- -- -- <br />® , :iV I <br />GENERAL NOTES <br />PROPERTY LINE <br />PROPOSED MAJOR CONTOUR <br />PROPOSED MINOR CONTOUR <br />EXISTING MAJOR CONTOUR <br />EXISTING MINOR CONTOUR <br />AFFECTED MINE AREA BOUNDARY <br />SILT FENCE <br />VEHICLE TRACKING CONTROL <br />ROCK CHECK DAM <br />DIVERSION DITCH <br />CONCRETE WASHOUT <br />SOIL RETENTION BLANKET <br />1. REFER TO SHEET CO.00 FOR GENERAL NOTES. <br />2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF <br />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 />CONSTRUCTION NOTES <br />VTC INSTALL VEHICLE TRACKING CONTROL TO DIMENSIONS SHOWN. <br />REFER TO SHEET C4.90, CDOT STANDARD DETAIL M- 208 -1. <br />ECB INSTALL SOIL RETENTION BLANKETS. <br />REFER TO SHEET C4.90, CDOT STANDARD DETAIL M -208 -1 <br />RCD INSTALL ROCK CHECK DAM. REFER TO SHEET C4.90, CDOT <br />STANDARD DETAIL M- 208 -1. <br />DD INSTALL 1 FOOT DEEP DIVERSION DITCH. <br />CW INSTALL CONCRETE WASHOUT AREA. <br />ECL INSTALL EROSION LOG SLOPE PROTECTION. REFER TO <br />SHEET C4.90, CDOT STANDARD DETAIL M- 208 -1. <br />RIVED <br />Division of Reclamation, <br />Mining & Safety <br />APR 10 2012 <br />GRAND J D OFFICE <br />DIVISION OF <br />RECLAMATION MINING & SAFETY <br />NORTH ❑ 15 30 <br />SCALE: 1 11 — 301 -011 <br />CLC ASSOCIATES <br />9420 E. ORCHARD RD. <br />SUITE 2000 <br />GREENWOOD VILLAGE <br />COLORADO BEIII <br />P 303 770 5600 <br />F 303 770 2349 <br />CLCASSOC.COM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <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 />CLC ASSOCIATES, INC. <br />Z <br />Q <br />J <br />IL <br />(0 <br />J <br />Z <br />a <br />} <br />EL <br />z <br />a <br />a- <br />0Y <br />U <br />-1 <br />p <br />Z <br />❑ <br />FQ <br />F <br />_ <br />� <br />00 <br />❑ <br />L3 <br />U� <br />W <br />W <br />Z� <br />U <br />EJ <br />F <br />EL <br />N <br />Z <br />�-j <br />N <br />o <br />a <br />W <br />Z <br />J <br />C3 <br />N <br />fl <br />N <br />❑ <br />CO <br />Q <br />D <br />q <br />Z <br />Q <br />Z <br />❑ <br />Q <br />U <br />QU <br />3 <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 />CLC ASSOCIATES, INC. <br />PROJECT #: 1 1 .0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />C4.20 <br />Z <br />Q <br />J <br />IL <br />J <br />a <br />Z <br />U <br />Z <br />FQ <br />F <br />_ <br />� <br />0 <br />D <br />W <br />W <br />Z� <br />H <br />F <br />EL <br />N <br />E2 <br />In <br />N <br />o <br />a <br />W <br />,v} <br />Q <br />a <br />1 1 1 <br />N <br />W <br />H <br />N <br />❑ <br />W <br />Q <br />D <br />q <br />Z <br />PROJECT #: 1 1 .0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: DJM <br />C4.20 <br />