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5- <br />'l <br />If <br />13 �L <br />0 <br />x <br />CA <br />G — <br />\ \`�\ � � �� � � � ----" � _---- `� G "-v '�'— � cap' <br />G �vtl <br />0: <br />IN <br />Ocf <br />-------- <br />gg <br />LOCATE SEDIMENT <br />CONTROL LOG (SCL) <br />AT BACK OF CURB (TYP.) <br />i1e; <br />sit Will <br />48j a <br />48j <br />4839 <br />If <br />ilessaffs <br />Now- slow EXISTING <br />SLURRY WALL (TYP.) <br />830 - <br />483 <br />0 <br />t as 40 <br />o's <br />EXISTING <br />SLURRY WALL (TYP.) <br />.00 <br />RECLAMATION <br />48-Zu <br />EXISTING <br />PERMIT BOUNDARY <br />000000 <br />(TYP) 100 YR FLOODIPLAIN <br />4815 <br />/l--C A U T 10 IN <br />-EXISTING UTILITIES <br />CONTRACTOR TO VERIFY <br />uj <br />SC LOCATIONS PRIOR TO <br />CONSTRUCTION z <br />30"FES, <br />if <br />:-j - <br />,TOE OF TOP ut- <br />3:1 SLOPE (M.E.) 3:1 SLOPE, <br />AREA TO BE GRADED.. ---- -- <br />TOE OF <br />3:1 SLOPE (M E) <br />/4 <br />o <br />4:1 16 9,0 4810 O-- <br />III <br />(Doi/ <br />4117 <br />4810 <br />4w/ I oi� Ili j III. <br />i <br />l l / r i 11 1- .. - 01' P .. �� vv � v �. � / � / � co ' � / l I ! l I I <br />I All <br />i -IQ <br />I I / <br />TOE OF P <br />/'31SLOPE(M.E.) <br />it <br />LOCATE SEDIMENT <br />; Ql l <br />CONTROL LOG (SCL) i'EXISTING TOP OF <br />AT BACK OF CURB (TYP.) SLURRY WALL (TYP.) 31 SLOPE <br />�; I \\ \\ ',� , AREA I U t <br />4W I l <br />At I TOE OF Al EILEV.=4818.0 <br />3:1 SLOPE (M. E.) <br />CAUTION <br />EXISTING UTILITIES 0 0� <br />CONTRACTOR TO VERIFY <br />LOCATIONS PRIOR TO 0 <br />CONSTRUCTION TOP OF <br />Awl 4:1 SLOPE <br />EXISTING OIL & GAS 1\3 <br />"I /I I , b V) <br />TOP OF <br />3:1 SLOPE SURFACE USE AREA (SUA)l <br />Vile <br />EXISTING Wi I <br />TOE OF <br />100 YR FLOODIPLAIN 3:1 SLOPE (M.E.) <br />PER CLOMR (TYP.) <br />C <br />1 <br />KA: 3., <br />A 'del <br />TCHLINE <br />GRADING AND EROSION CONTROL LEGEND <br />5281 <br />EXISTING MINOR CONTOUR <br />- - - - - -- 5280 - -- <br />EXISTING MAJOR CONTOUR <br />5281 <br />PROPOSED MINOR CONTOUR <br />rr <br />PROPOSED MAJOR CONTOUR <br />EXISTING STORM SEWER LINE <br />EXISTING FLARED END SECTION <br />x8055 <br />EXISTING SPOT ELEVATION <br />rr <br />PROPOSED SPOT ELEVATION <br />x80.555 <br />EROSION CONTROL BLANKET <br />SEDIMENT CONTROL LOG <br />SF <br />SILT FENCE <br />CD <br />CHECK DAM <br />If <br />13 �L <br />0 <br />x <br />CA <br />G — <br />\ \`�\ � � �� � � � ----" � _---- `� G "-v '�'— � cap' <br />G �vtl <br />0: <br />IN <br />Ocf <br />-------- <br />gg <br />LOCATE SEDIMENT <br />CONTROL LOG (SCL) <br />AT BACK OF CURB (TYP.) <br />i1e; <br />sit Will <br />48j a <br />48j <br />4839 <br />If <br />ilessaffs <br />Now- slow EXISTING <br />SLURRY WALL (TYP.) <br />830 - <br />483 <br />0 <br />t as 40 <br />o's <br />EXISTING <br />SLURRY WALL (TYP.) <br />.00 <br />RECLAMATION <br />48-Zu <br />EXISTING <br />PERMIT BOUNDARY <br />000000 <br />(TYP) 100 YR FLOODIPLAIN <br />4815 <br />/l--C A U T 10 IN <br />-EXISTING UTILITIES <br />CONTRACTOR TO VERIFY <br />uj <br />SC LOCATIONS PRIOR TO <br />CONSTRUCTION z <br />30"FES, <br />if <br />:-j - <br />,TOE OF TOP ut- <br />3:1 SLOPE (M.E.) 3:1 SLOPE, <br />AREA TO BE GRADED.. ---- -- <br />TOE OF <br />3:1 SLOPE (M E) <br />/4 <br />o <br />4:1 16 9,0 4810 O-- <br />III <br />(Doi/ <br />4117 <br />4810 <br />4w/ I oi� Ili j III. <br />i <br />l l / r i 11 1- .. - 01' P .. �� vv � v �. � / � / � co ' � / l I ! l I I <br />I All <br />i -IQ <br />I I / <br />TOE OF P <br />/'31SLOPE(M.E.) <br />it <br />LOCATE SEDIMENT <br />; Ql l <br />CONTROL LOG (SCL) i'EXISTING TOP OF <br />AT BACK OF CURB (TYP.) 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E.) <br />CAUTION <br />EXISTING UTILITIES 0 0� <br />CONTRACTOR TO VERIFY <br />LOCATIONS PRIOR TO 0 <br />CONSTRUCTION TOP OF <br />Awl 4:1 SLOPE <br />EXISTING OIL & GAS 1\3 <br />"I /I I , b V) <br />TOP OF <br />3:1 SLOPE SURFACE USE AREA (SUA)l <br />Vile <br />EXISTING Wi I <br />TOE OF <br />100 YR FLOODIPLAIN 3:1 SLOPE (M.E.) <br />PER CLOMR (TYP.) <br />C <br />1 <br />KA: 3., <br />A 'del <br />TCHLINE <br />GRADING AND EROSION CONTROL LEGEND <br />5281 <br />EXISTING MINOR CONTOUR <br />- - - - - -- 5280 - -- <br />EXISTING MAJOR CONTOUR <br />5281 <br />PROPOSED MINOR CONTOUR <br />5280 <br />PROPOSED MAJOR CONTOUR <br />EXISTING STORM SEWER LINE <br />EXISTING FLARED END SECTION <br />x8055 <br />EXISTING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION <br />x80.555 <br />EROSION CONTROL BLANKET <br />SEDIMENT CONTROL LOG <br />SF <br />SILT FENCE <br />CD <br />CHECK DAM <br />IfTeenvier) <br />`AI In 10 2012 <br />Division of Reclamation, <br />Mining & Safety <br />BENCHMARK <br />BENCHMARK 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED 'F 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION — 4953.57 NAVD88. <br />N <br />0 25 50 100 <br />SCALE: 1 50' <br />Know what's below. <br />Cali before you dig. <br />cc <br />0 0 E <br />ZIS c CIS J, <br />(D <br />(cc <br />ccoo <br />im on 00 <br />C: N <br />LJJ 0 <br />U <br />\jmi -U6 <br />0 EF= <br />C0 0 <br />0 <br />z <br />b <br />'d d � -� <br />❑ z C, C, W W <br />W z <br />> < <br />< 0 <br />0 W > <br />0 <br />z <br />z <br />0 <br />z <br />❑ <br />of <br />Ir- <br />b <br />Z <br />00 0 <br />W Z <br />Q J <br />_j U_ <br />0W <br />0 <br />U_ <br />Z <br />(0 <br />SHEET <br />Z <br />2 LLI <br />0 <br />W <br />U) <br />M z <br />Z < <br />_j <br />< 0- <br />Z _j <br />00 <br />vJ <br />0z <br />W 0 <br />W 0 <br />Z <br />C3.0 <br />