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_ I!I ilillliil 11' II ,Iljjlii!li�lllllijii'I'!IIIII '!!11111 \\ \, \\ \ \\\ 18630 <br />111 � I illl �� �! III III!IIIII,IIII,IIII11 II111 \VAV�VvAVA \" __ _ __— � _ <br />` --' � /' / / / / / //I jl�lji! I!i I111�Illllijlililiillllli/ illl !IIIIiI�A�i \,v \y \V��v \ \ \VA,8 �� <br />AFFECTED MINE // /; / <br />o �,II <br />// 111, 1111111 I <br />AREA BOUNDARY_ / / /�p ° /; / �ko ' / , /r� ; 1 1 o <br />/ <br />CO 1,10 <br />111 \s' \ \ \\ \ \•�� OAR \ <br />L v <br />SHR RAC <br />/ <br />IN <br />8„\ STORM <br />i^ (SEE /SH 6 0) <br />i f <br />f <br />— r 90- <br />- <br />_ <br />8680 <br />_ <br />I <br />-- 86 70 0" i' W <br />` <br />, <br />/ <br />_ l <br />I <br />i <br />1 <br />- - - - - TVJ= 4$:07 <br />/ <br />— — <br />I i <br />/ <br />IN <br />B�G <br />A ACC <br />/4,/// 19-F <br />(PER <br />CDC <br />� T-W -5 Tn �W= 12 , /' / // / / // / / ; / / / GUARD RAIL <br />9UARD RAIL / / / //// / / / / <br />( EE �SHT. X4.11) // / / / // (SEE SHT. C4.11Y / <br />_ <br />J <br />866 <br />6W <br />- I <br />-8655 866 - 6q0 <br />_ 0 W <br />50 <br />BEGIN SEGMENTAL BLOCK— -" -- , - <br />RETAINIJIG. VaI�iLL _ _ 8650" - / S0 / r / / WETLANDS \ <br />- _ - - , ' i. % / / / �O/ / / L5 f i/ BOUNDARY <br />— STA :- 17 +90.0 — - " _ %/ ✓ / 6 / ! / ! \ <br />- <br />_ ' <br />5' <br />SEGMENTAL BLOCK \\ <br />RETAINING WALL <br />07 <br />- 04 / <br />TW �L8.00� <br />BW 25.3 BW =27.52 <br />W= 25.49' _ <br />- <br />1 � , <br />TYPE'M'11RIPf AP 1 / <br />W 4J ' <br />D 1 '5 <br />CRETE HEA -W�LL / A <br />2.00 <br />STD. PAN N- 101 -20) <br />1 \ <br />V A <br />V A A <br />_ <br />AFFECTED: MINE <br />AREA BOUNDARY <br />LEGEND <br />8715 <br />8717 <br />— — — 8715 — __ —.. <br />-- -- -- 8717-- -- --- <br />8702 05 <br />t 72.00 <br />TIN <br />BW <br />12' <br />Guard Rail <br />FPRIVAIROAD Silt Fence <br />1.5:1 Slope <br />2 • I Wattles <br />, . 777,777 1 � TW <br />PROPOSED MAJOR CONTOUR <br />PROPOSED MINOR CONTOUR <br />EXISTING MAJOR CONTOUR <br />EXISTING MINOR CONTOUR <br />EXISTING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION <br />TOP OF WALL <br />BOTTOM OF WALL <br />Select FIII <br />Behind Wall <br />�-� <br />\� // <br />Retaining Wall <br />Tie Backs / <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 />Select Fill Footing <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 />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. DIMENSIONS IN SECTION ARE TO CENTERLINE OF ROAD AND <br />CENTERLINE OF PROPOSED WALL. <br />4. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />5. TYPE "M" RIPRAP SHALL MEET CDOT SPECIFICATIONS WITH A <br />D50 =12 ". <br />R C I I <br />A MR 2 3 201? <br />Divlslnll of Reclamation; <br />Mining F, Safety <br />Ilk <br />APR 10 2012 <br />GRAND JUNCTION FIELD OFFICE <br />DIVISION OF <br />RECLAMATION MINING & SAFETY <br />NORTH ❑ 1 ❑ 20 <br />SCALE: 111 = 1 0 I -OIL <br />CLC ASSOCIATES <br />9490 E. ORCHARD RD. <br />SUITE 2000 <br />GREENWOOD VILLAGE <br />COLORADO 50111 <br />P 303 770 5600 <br />F 303 770 2349 <br />CLCASSO6.COM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <br />IJ <br />a <br />U <br />Q.' <br />U) <br />U <br />F <br />1 <br />rr <br />I/ <br />'U <br />41 <br />f <br />�l <br />36834 <br />—1 ❑ <br />❑0 <br />U� <br />Q ❑ <br />0- <br />J <br />LY/ONAL E>_� <br />PREPARED UNDER THE <br />DIRECT SUPERVISION OF <br />DANIEL J. MADRUGA <br />COLORADO REGISTRATION <br />NO. 36834 FOR AND <br />ON BEHALF UP <br />CLC ASSOCIATES, INC. <br />F <br />M <br />In <br />Z <br />❑F <br />1- N <br />a .- <br />U � <br />to <br />N <br />N <br />Q 0 <br />U � <br />PROJECT #: 1 1 .❑I <br />DRAWN BY: <br />DESIGNED BY: <br />CHECKED BY: I <br />C4.9 1 <br />Q <br />IL <br />Z <br />°a <br />❑ <br />J <br />Q <br />3 <br />]74 <br />JJA <br />)JM <br />