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Ate... <br />/l v / <br />- <br />%!/ �j PROPERTY LINE <br />\61 � <br />_ SF > <br />rj <br />fill A <br />'L <br />5.0 - ^> _ 2� 00, <br />N 5 <br />a, i( -_ - 6 g <br />"' - t3 <br />n <br />2`T�i,n ..\ \^ bJ � $ Y, <br />/ � /Coif a Jrl' / /�% 7/�/!// /// ST — <br />4;;1ill / yi / %�i'! %%% / r / l Ln <br />N �,a?/ / //O /il AFFECTED MINE - <br />,, ;/ /' / 1 l 1 \ AREA BOUNDARY -. O;%": / 0'0 <br />/( .x<? <br />J <br />!1, /2 PROPOSED / // ✓ r �o <br />STORM W <br />} <br />lt'l/, i/! i l /lii,r�!i /rl /1 /i /ajL�,r''n'!Jo <br />Ill <br />r <br />Q <br />N <br />Z <br />J� <br />U1 <br />Q <br />Select Fill <br />Behind Wall <br />Retaining Wall <br />Tie Backs <br />Select Fill Footing <br />STATION 18-1-5❑ - 27-35 <br />Segmental Block <br />Retaining Wall <br />(Height Varies, See Plan) <br />1" Drain Pipe <br />BW <br />Bury One Block <br />. <br />151 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 />= v ti.v <br />0 ` <br />I 1 \ <br />, <br />EXIST. FORE S� <br />- - " SERVICE RAD 1, <br />/ <br />/ AFFECTED MINE <br />/ AREA BOUNDARY \ A- <br />i <br />o \ I I <br />SF O \ \,A\ <br />� II <br />I <br />LIMITS OF ROAD <br />IMPROVEMENTS <br />1 J <br />I II I N <br />Dill '27 C'� /// V-. // <br />/ / A <br />1 <br />z I'II /, EXISTING BRIDGE V \ <br />I/k J <br />% — <br />GENERAL NOTES <br />1. REFER TO SHEET CO.00 FOR GENERAL NOTES. <br />2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF ROAD <br />UNLESS OTHERWISE NOTED. REFER TO SHEET C3.10 FOR <br />CENTERLINE HORIZONTAL CONTROL INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />CONSTRUCTION NOTES <br />ECL <br />INSTALL SEDIMENT TRAP. <br />ST <br />REFER TO SHEET C4.90, CDOT STANDARD <br />DETAIL <br />M- 208 -1. <br />Co <br />ECL <br />INSTALL EROSION LOG SLOPE PROTECTION. <br />0 <br />ECB <br />REFER TO SHEET C4.90, CDOT STANDARD <br />DETAIL <br />M- 208 -1. <br />F- <br />ECB <br />INSTALL SOIL RETENTION BLANKETS. <br />Z <br />0 <br />REFER TO SHEET C4.90, CDOT STANDARD <br />DETAIL <br />M- 208 -1. <br />RCD <br />INSTALL ROCK CHECK DAM. <br />J <br />a_ <br />0 <br />REFER TO SHEET C4.90, CDOT STANDARD <br />DETAIL <br />M- 208 -1. <br />SF <br />INSTALL SILT FENCE. <br />D <br />13� <br />N <br />REFER TO SHEET C4.90, CDOT STANDARD <br />DETAIL <br />M- 208 -1. <br />Q <br />LEGEND <br />8715 <br />8717 <br />— 8715 — — — <br />04 <br />':)Goi? <br />?; clamation, <br />Mining & Safety <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 />ROCK CHECK DAM <br />INSTALL EROSION LOG SLOPE PROTECTION. <br />INSTALL SOIL RETENTION BLANKETS. <br />SOIL RETENTION BLANKET <br />� 1 4 <br />ry y <br />APR 10 2012 <br />GRAND JUNCTION'FIELD OFFICE <br />DIVISION OF <br />RECLAMATION MINING & SAFETY <br />On =M <br />NORTH ❑ 15 30 <br />SCALE: 111 = 3 0I - 0" <br />CLC ASSOCIATES <br />9490 E. ORCHARD RD. <br />SUITE 2000 <br />GREENWOOD VILLAGE <br />COLORADO 90111 <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 />Z <br />J <br />IL <br />Z <br />O <br />(Y <br />Z <br />O <br />0 <br />IL <br />0 <br />L7 <br />Z <br />Q <br />J <br />G <br />M <br />FA <br />:1 0 <br />00 <br />U� <br />Q ❑ <br />J U <br />a <br />J <br />)o •0 * 00 <br />-•.NMh2, <br />FFSS /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 />OLD ASSOCIATES, INC. <br />PROJECT #: 1 1.0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: Dim <br />C4.21 <br />Q <br />a <br />J <br />0 <br />F- <br />Z <br />0 <br />U <br />Z <br />J <br />a_ <br />0 <br />k <br />N <br />0 <br />D <br />13� <br />N <br />W <br />Z <br />F <br />Q <br />a <br />m <br />E <br />U) <br />In <br />N <br />N <br />00 <br />W <br />[U] <br />Q <br />4 <br />, , , , , <br />N <br />W <br />�❑ <br />a\ <br />N <br />W <br />Da <br />Z <br />PROJECT #: 1 1.0074 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY: Dim <br />C4.21 <br />