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i III x i <br />I I � <br />u <br />I rlr><r�Ii <br />I I <br />I � Y <br />IA <br />J. y�l <br />�I u <br />x <br />PI \ <br />p I <br />FUTURE�� / <br />\ \111�LD <br />CID IIIT5� <br />Itt D 99 5�� <br />/ � BOUNDARY <br />I / <br />- I / <br />J \ <br />1 I' <br />�I <br />N <br />I <br />1 I <br />� II <br />H r <br />1 <br />/ <br />/ <br />/ <br />i / ///, <br />OVER <br />swJim <br />arm <br />(EAST DIP) N 1309759.193 / <br />/ <br />C' <br />__ <br />�_ .� 1/ <br />(EAST DIP) N 1309666.169 / <br />/ ^ v E <br />/ / <br />i <br />SLURRY WALL <br />EXISTING WATER - <br />LINE EASMENT - <br />- <br />// <br />OVER <br />swJim <br />arm <br />a <br />1!211 <br />ZOO <br />FUTURE ,- <br />"r- _ -- - ST. VRAIN LAKES <br />-DEVELOPMENT <br />— � \ � /J / /r --I IIII // 7•e� �_ �-3� �. r —' —� �\ \\ \� � 1`��/�/ — _^ \ \�� —� / /�_ .eeo ..� � / <br />EXISTING OVERHEAD -°..m <br />r —L <br />EXISTING SANITARY <br />SEWER LINE EASMENT <br />�—� RETAINING <br />1 / <br />EXISITNG EXISTING 100 -YEAR / WAS \ - 4'?� <br />emu. � - • • • �� ��� `,��' b J _ \ \- <br />lie <br />�• �)' / ice, • ' _ � . <br />INV. IN=4810.59 LOCATION OF <br />(WEST DIP) N 1309757.16 SLURRY WALL <br />E 3150583.92 <br />INV. OUT=4810.5 <br />(WEST DIP) N 1309663.94 <br />E 3150606.04 <br />FRESH WATER LAKE, <br />HIGH W, <br />/ C <br />ELEVATION <br />MATCHLINE <br />SEE SHEET GR5 <br />Id <br />la 4 <br />4810.57 . 4810 <br />A <br />4.q 1k <br />44. \4 .4 444 <br />A <br />• <br />SLURRY WALL I <br />SECTION - CONSTRUCTION <br />(EAST DIP) N 1309759.193 / <br />WALL AROUND STORM PIPES. ( <br />E 3150595.59 <br />__ <br />�_ .� 1/ <br />(EAST DIP) N 1309666.169 / <br />/ ^ v E <br />/ / <br />SLURRY WALL <br />EXISTING WATER - <br />LINE EASMENT - <br />- <br />// <br />/ <br />TO BE <br />RAISED; <br />�- <br />BENCHMARK: 3 1/2'" BRASS CAP IN CONCRETE <br />STAMPED "P 329 19151" AT NORTHEAST CORNER <br />EXISTING WATER <br />— 11LINE TO BE RAISED <br />OF HIGHWAY 66 AND) WELD COUNTY ROAD 11, 34 . <br />.: <br />FEET NORTH OF CENITERLINE OF HIGHWAY 66 AND d <br />a <br />1!211 <br />ZOO <br />FUTURE ,- <br />"r- _ -- - ST. VRAIN LAKES <br />-DEVELOPMENT <br />— � \ � /J / /r --I IIII // 7•e� �_ �-3� �. r —' —� �\ \\ \� � 1`��/�/ — _^ \ \�� —� / /�_ .eeo ..� � / <br />EXISTING OVERHEAD -°..m <br />r —L <br />EXISTING SANITARY <br />SEWER LINE EASMENT <br />�—� RETAINING <br />1 / <br />EXISITNG EXISTING 100 -YEAR / WAS \ - 4'?� <br />emu. � - • • • �� ��� `,��' b J _ \ \- <br />lie <br />�• �)' / ice, • ' _ � . <br />INV. IN=4810.59 LOCATION OF <br />(WEST DIP) N 1309757.16 SLURRY WALL <br />E 3150583.92 <br />INV. OUT=4810.5 <br />(WEST DIP) N 1309663.94 <br />E 3150606.04 <br />FRESH WATER LAKE, <br />HIGH W, <br />/ C <br />ELEVATION <br />MATCHLINE <br />SEE SHEET GR5 <br />Id <br />la 4 <br />4810.57 . 4810 <br />A <br />4.q 1k <br />44. \4 .4 444 <br />A <br />• <br />SLURRY WALL I <br />SECTION - CONSTRUCTION <br />O U U Z o 1 oo RECLAMATION ACTIVITIES. SEDIMENT BASINS 02 2 7 H HI RE PRT H m °000°��M° � O a <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG GRADE OR EXCAVATE <br />FOR THE MARIONG OF UNDERGROUND <br />MEMBER UTILITIES. <br />ADJACENT DEVELOPMENT PROJECT AND <br />ARE NOT A REQUIREMENT OF THE <br />RECLAMATION PROJECT. <br />f` <br />y� <br />' p'sl of _ <br />LEGEND OF EROSION <br />CONTROL PRACTICES <br />PS V PERMANENT SEEDING <br />[SURFACE ROUGHENING <br />O TEMPORARY <br />MULCHING <br />TEMPORARY SEEDING <br />MU � u MULCHING <br />DD �� TEMPORARY <br />DIVERSION DIKE <br />CF O CONSTRUCTION FENCE <br />O^ A' SILT FENCE <br />�`. VEHICLE TRACKING <br />CONTROL <br />TSD TEMPORARY <br />SLOPE DRAIN <br />O <br />CD] SEDIMENT BASIN <br />ST � �-' I SEDIMENT TRAP <br />MAP LEGEND <br />^4850- - EXISTING 5' CONTOUR <br />a ` - - - _ EXISTING 1' CONTOUR <br />—4850— PROPOSED 5' CONTOUR <br />PROPOSED 1' CONTOUR <br />—4850— UNDER -WATER 5' CONTOUR <br />UNDER -WATER 1' CONTOUR <br />FLOW ARROW <br />SLURRY WALL <br />® PROPOSED STORM SEWER W/ FES <br />--- - - - - -- X- SECTION LINE <br />X H.P. HIGH POINT <br />X LP. LOW POINT <br />CUT /FILL LINE <br />XG EXISTING GAS W/VALVE, METER &FLAG <br />0 EXISTING OVERHEAD UTILITY & POLE <br />- - -S --@ EXISTING SANITARY & MANHOLE <br />WM EXISTING WATER LINE <br />E —@E EXISTING ELECTRIC & BOX <br />X EXISTING FENCE <br />EXISTING STORM SEWER <br />aa EXISTING TELEPHONE, BOX & MARKER <br />O-� <br />EXISTING MAILBOX <br />— CORRECTED EFFECTIVE FLOODPLAIN <br />CLOMR FLOODPLAIN <br />EXISTING FEMA FLOODPLAIN <br />�-- ACCESS ROAD <br />WSE WATER SURFACE ELEVATION <br />WETLANDS AREA <br />�e <br />I� <br />0, <br />Ea o a a <br />0 <br />�j• � if tl <br />Y Z <br />x L O <br />U F <br />Q <br />H T m <br />Y m m <br />F- <br />m <br />o Z w <br />~ O U u <br />Q m <br />L <br />U <br />Z <br />> O <br />5 <br />w <br />m <br />YI0 <br />m � m <br />�� a m <br />� C <br />w cm <br />w N <br />m <br />n Z w D <br />OUI <br />CD o <br />VJ � O <br />V /may O <br />Cti � 7 N U <br />J a21�c0Nr`Z <br />Q <br />c00 COD 0i J <br />pip000J <br />O LMC) o C CO �O <br />� <br />L 2 0,o w O m V <br />oo <br />�N3z" � <br />U )Ox.3: <br />Q <br />0- __!aLL3: <br />/I\ <br />r <br />V/ Z <br />�Z a. <br />W J <br />(n m LLI Y> Z O <br />JI Q Z <br />Z CL 0 0 <br /><m Y <br />LLJ <br />Z <br />>Y Q O <br />J <br />F_: J O <br />W <br />Project: 1 Title: <br />Scale: V-100' <br />Date: JANUARY 2006 <br />Job No. 3075 <br />File No. GR -1 GR -6 <br />Sheet GR2 of GR6 <br />I A1117 .. IAAII IADV onnc_. u1. in�c <br />(EAST DIP) N 1309759.193 / <br />WALL AROUND STORM PIPES. ( <br />E 3150595.59 <br />SEE SECTION A -A <br />(EAST DIP) N 1309666.169 / <br />/ ^ v E <br />/ / <br />SLURRY WALL <br />BENCHMARK: <br />BENCHMARK: 3 1/2'" BRASS CAP IN CONCRETE <br />STAMPED "P 329 19151" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND) WELD COUNTY ROAD 11, 34 . <br />.: <br />FEET NORTH OF CENITERLINE OF HIGHWAY 66 AND d <br />d $ <br />3 FEET EAST OF POIWER POLE. v <br />v � \ <br />\ <br />ELEVATION = 4953.517 NAVD88. v <br />v F <br />—100 0 50 100 200 Q <br />Q <br />NOTES: E <br />E <br />SCALE: 1" = IOO� 1 <br />1. DURING THE RECCLAMATION ACTIVITY, m <br />m <br />THE EXISTING LAKES WALL SERVE AS <br />ORIGINAL GRAPHIC SCALE S <br />SEDIMENT BASINS. DISTURBED AREAS 1 <br />10 <br />THAT LIE ABOVE THE ANTICIPATED WATER I <br />I ° <br />°_ <br />STORAGE ELEVATION, AND THE DMG a <br />ai <br />CALL UTILITY NOTIFICATION - <br />PERMIT AREA WILL. BE SEEDED AND E <br />- <br />CENTER OF COLORADO M <br />MULCHED UPON COMPLETION OF THE <br />cfl <br />r)KI D1 AKI c <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG GRADE OR EXCAVATE <br />FOR THE MARIONG OF UNDERGROUND <br />MEMBER UTILITIES. <br />ADJACENT DEVELOPMENT PROJECT AND <br />ARE NOT A REQUIREMENT OF THE <br />RECLAMATION PROJECT. <br />f` <br />y� <br />' p'sl of _ <br />LEGEND OF EROSION <br />CONTROL PRACTICES <br />PS V PERMANENT SEEDING <br />[SURFACE ROUGHENING <br />O TEMPORARY <br />MULCHING <br />TEMPORARY SEEDING <br />MU � u MULCHING <br />DD �� TEMPORARY <br />DIVERSION DIKE <br />CF O CONSTRUCTION FENCE <br />O^ A' SILT FENCE <br />�`. VEHICLE TRACKING <br />CONTROL <br />TSD TEMPORARY <br />SLOPE DRAIN <br />O <br />CD] SEDIMENT BASIN <br />ST � �-' I SEDIMENT TRAP <br />MAP LEGEND <br />^4850- - EXISTING 5' CONTOUR <br />a ` - - - _ EXISTING 1' CONTOUR <br />—4850— PROPOSED 5' CONTOUR <br />PROPOSED 1' CONTOUR <br />—4850— UNDER -WATER 5' CONTOUR <br />UNDER -WATER 1' CONTOUR <br />FLOW ARROW <br />SLURRY WALL <br />® PROPOSED STORM SEWER W/ FES <br />--- - - - - -- X- SECTION LINE <br />X H.P. HIGH POINT <br />X LP. LOW POINT <br />CUT /FILL LINE <br />XG EXISTING GAS W/VALVE, METER &FLAG <br />0 EXISTING OVERHEAD UTILITY & POLE <br />- - -S --@ EXISTING SANITARY & MANHOLE <br />WM EXISTING WATER LINE <br />E —@E EXISTING ELECTRIC & BOX <br />X EXISTING FENCE <br />EXISTING STORM SEWER <br />aa EXISTING TELEPHONE, BOX & MARKER <br />O-� <br />EXISTING MAILBOX <br />— CORRECTED EFFECTIVE FLOODPLAIN <br />CLOMR FLOODPLAIN <br />EXISTING FEMA FLOODPLAIN <br />�-- ACCESS ROAD <br />WSE WATER SURFACE ELEVATION <br />WETLANDS AREA <br />�e <br />I� <br />0, <br />Ea o a a <br />0 <br />�j• � if tl <br />Y Z <br />x L O <br />U F <br />Q <br />H T m <br />Y m m <br />F- <br />m <br />o Z w <br />~ O U u <br />Q m <br />L <br />U <br />Z <br />> O <br />5 <br />w <br />m <br />YI0 <br />m � m <br />�� a m <br />� C <br />w cm <br />w N <br />m <br />n Z w D <br />OUI <br />CD o <br />VJ � O <br />V /may O <br />Cti � 7 N U <br />J a21�c0Nr`Z <br />Q <br />c00 COD 0i J <br />pip000J <br />O LMC) o C CO �O <br />� <br />L 2 0,o w O m V <br />oo <br />�N3z" � <br />U )Ox.3: <br />Q <br />0- __!aLL3: <br />/I\ <br />r <br />V/ Z <br />�Z a. <br />W J <br />(n m LLI Y> Z O <br />JI Q Z <br />Z CL 0 0 <br /><m Y <br />LLJ <br />Z <br />>Y Q O <br />J <br />F_: J O <br />W <br />Project: 1 Title: <br />Scale: V-100' <br />Date: JANUARY 2006 <br />Job No. 3075 <br />File No. GR -1 GR -6 <br />Sheet GR2 of GR6 <br />I A1117 .. IAAII IADV onnc_. u1. in�c <br />�e <br />I� <br />0, <br />Ea o a a <br />0 <br />�j• � if tl <br />Y Z <br />x L O <br />U F <br />Q <br />H T m <br />Y m m <br />F- <br />m <br />o Z w <br />~ O U u <br />Q m <br />L <br />U <br />Z <br />> O <br />5 <br />w <br />m <br />YI0 <br />m � m <br />�� a m <br />� C <br />w cm <br />w N <br />m <br />n Z w D <br />OUI <br />CD o <br />VJ � O <br />V /may O <br />Cti � 7 N U <br />J a21�c0Nr`Z <br />Q <br />c00 COD 0i J <br />pip000J <br />O LMC) o C CO �O <br />� <br />L 2 0,o w O m V <br />oo <br />�N3z" � <br />U )Ox.3: <br />Q <br />0- __!aLL3: <br />/I\ <br />r <br />V/ Z <br />�Z a. <br />W J <br />(n m LLI Y> Z O <br />JI Q Z <br />Z CL 0 0 <br /><m Y <br />LLJ <br />Z <br />>Y Q O <br />J <br />F_: J O <br />W <br />Project: 1 Title: <br />Scale: V-100' <br />Date: JANUARY 2006 <br />Job No. 3075 <br />File No. GR -1 GR -6 <br />Sheet GR2 of GR6 <br />I A1117 .. IAAII IADV onnc_. u1. in�c <br />