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MAT ®Ot® EoC.� <br />/ <br />`v e,, <br />A A r <.� /T/ 0.0� /,� /q5 /i /. <br />' - V A ' ' arc{ 09_^ <br />�\ I \ �, *. , ` i ''' _ // /i/ /�- r / , / / / / / / /.__ -_ -__ / V <br />AREA TO BE GRADED � <br />\ r / / // / <br />ATELEV.- 4818.0, \ ` �►:' /r r/ / / /// / / / / /// // r \! <br />A_'"'r' <br />,,`1 0 / / I I I I r 1 1 1 1 •i I �'-�. � I _,,..�` '- �� --��_ ..- :__ - -_ __� ✓J 1 //_ � >80 '�� / `1a0 F� "'-._ ( I \ ^'/ - '- __ _ � /' ,- '�� �/ / /// i % / / / / / / / / / /� /i /'�\ _ /_ - <br />r {ta° / / / I 1 1 I i I I I \/ \ / / / / � ,.._ _. ._� -�•_ // / / '....: .�, ,,, �� / '- <ao -/ / / I I 1 _- - - --- � -- //' �.- / / /ii /i / / /i / /j /i/ \ <br />820 <br />4 <br />l <br />r <br />"EXISTING <br />,100 YR FLOODPLAIN <br />/ r" , / !, // .-'.+ I / �I / r / I F 4 / / // /' r /�, <PERCLOMR(TYP) <br />UN <br />- <br />) ' 1 1 / ! � ____.. .,. � -.. .. � ! / � I „rr -_.-- !1 '// // !r i/r Vii/ ._____./ ) 1 1 <br />Ir `-- <br />a _ TOP OF 0 / <br />_ _ vv I � 1 0 I i <br />-- J _ --'- ----- __ -. - - -' �_ / 2Q <br />- - - .. - - -.- 4815-- - - - - -- <br />4820 / / / 4g // �• ^� /i // / , / / /< /�LG t /y / \ \ \ / <br />Ci <br />�-_ ____/ .-,. / / / / / / -� _ _41 SLOPE \ _ I \ 1 GA 1 <br />_ _- = 4870 _ \ � \� \ ,\1 20 <br />\\ EXISTING AREA TO BE <br />/ <br />AT ELEV,= 4818 0 - \\ <br />/ <br />/ <br />,100YRFLOODPLAIN I I / / __._ . \� � \ `�, ..ry Jlt ,��, `- - y8 j I � / / •,` �` <br />PER CLOMR TYP <br />et� r <br />T a o" <br />r /X� 4815 <br />4:1 SLOPE' <br />E / <br />- - - - -- ' ` <br />,- <br />ao - r ap.,s, 130 ' / / i // \\ / __ _ -10 1yk -�1� �►-• <br />TOE OF \ -- <br />' 00 \\ r' 4810 1pt. -— 3:1 SLOPE (M.E.) / <br />\ 4815 .- / / � � / V <br />- <br />W. TOP OF / / //- / / \ \ \ 60i r 6.0 r- \ <br />// �'' i / \ <br />\ TOP OF <br />4:1 SLOPE / / <br />\ _ _ / / / / r' / \ 3:1 SLOPE / TOE OF _ AREA TO BE GRADED <br />TOP OF - - ` r r / / <br />/ // // \\ \3:1 SLOPED( O / % / 3:1 SLOPE (M.E.) _- ' AT ELEV.= 4818.0 — - - -- - /// <br />\ 3:1 SLOPE TOE OF ' <br />3:1 SLOPE (M.E.) ,r <br />AREA TO BE GRADED <br />AT ELEV.= 4818.0 <br />/ // ,// `^ ` \\ r /.'"` l J �"' TOE OF <br />3:1 SLOPE (M.E.) <br />, -AREA TO BE GRADED <br />TOP OF <br />TOP OF ,/ ATELEV.= 4818.0 <br />-3:1 SLOPE 4:1 SLOPE / <br />d$15f \ \\\ <br />_ <br />-- - �o �.,. yi .. 4815 - 1 \_ = `. l/ i j- ,__-...._- - - -__- <br />l \ \ <br />\ , _ <br />Uj <br />------------ \ <br />N. <br />.,. \ \ 1 `•� \\ V� <br />i <br />18 <br />/ <br />y% aq0 ' � / - -- _ `` _ -_- - � / _ ..- -- ^, \\ \ - '\EXISTING <br />AREA TO BE GRADED i b �� ®� ®�R� ®Y I \ SLURRY L(TYP.)` - <br />U <br />AT ELEV.= 4818.0 / - R \ <br />r',TOP OF dff15 a \, ma'am �� <br />4820 \ ��na �i -- - \ <br />J <br />4:1 SLOPE �' �' -�'�r. , - ":-- �- _' � ': � _: <br />' � ®�1i���� WALL <br />r <br />/' r ''•r' - 825 = _ SC BII119 <br />TOE OF / //' 481_+ --+•' <br />r <br />r <br />r <br />^ <br />/-3:1 SLOPE (M.E.) /�/ '- �- - ;- �' .. �-' , a�� �-� , ' .' "" -.. ! ` - -_ / �� - <br />EXISTING <br />SLURRY WALL (TYP.) <br />�° RA I s <br />LOCATE SEDIMENT / <br />- % CONTROL LOG (SCL) , N \I� /ERUS <br />AT TOP OF BANK (TYP.) % V <br />r'r SIC — RECLAMATION �S <br />/ ! ✓� <br />_ PERMIT BOUNDARY Us <br />�US�US US c� US <br />�U <br />_.- ..- US�US� US�US US <br />US <br />USbl�US� <br />GRADING AND EROSION CONTROL LEGEND _ Hs <br />� -�s�� <br />- - - - -- 5281 -- - - - -- EXISTING MINOR CONTOUR <br />__._----5280---- - - - EXISTING MAJOR CONTOUR <br />AUG 1 o 2012 <br />5281 PROPOSED MINOR CONTOUR 01vi€ +en of Rwamation, <br />Mining &Safety <br />�280— PROPOSED MAJOR CONTOUR <br />EXISTING STORM SEWER LINE <br />EXISTING FLARED END SECTION o 25 50 100 <br />X80.99 EXISTING SPOT ELEVATION <br />" = <br />��x80��55 PROPOSED SPOT ELEVATION SCALE: 1 50' <br />EROSION CONTROL BLANKET <br />S(J SEDIMENT CONTROL LOG BENCHMARK: p <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />S F SILT FENCE STAMPED "P 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND Know what's below. <br />CHECK DAM <br />3 FEET EAST OF POWER POLE. <br />IELEVATION = 4953.57 NAVD88. 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