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<br />NOTES:
<br />1. DURING THE RECLAMATION ACTIVITY,
<br />THE EXISTING LAKES WILL SERVE AS
<br />SEDIMENT BASINS. DISTURBED AREAS
<br />THAT LIE ABOVE THE ANTICIPATED WATER
<br />STORAGE ELEVATION, AND THE DMG
<br />PERMIT AREA WILL BE SEEDED AND
<br />MULCHED UPON COMPLETION OF THE
<br />RECLAMATION ACTIVITIES. SEDIMENT BASINS
<br />SHOWN ON THIS PLAN ARE PART OF THE
<br />ADJACENT DEVELOPMENT PROJECT AND
<br />ARE NOT A REQUIREMENT OF THE
<br />RECLAMATION PROJECT.
<br />-100 0 50 100 200
<br />SCALE: 1" = 100'
<br />ORIGINAL GRAPHIC SCALE
<br />CALL UTILITY NOTIFICATION
<br />CENTER OF COLORADO
<br />.800 On. 90,22.1 J 7
<br />CALL 2 BUSINESS DAYS IN ADVANCE
<br />BEFORE YOU DIG, GRADE OR EXCAVATE
<br />FOR THE MARKING OF UNDERGROUND
<br />MEMBER UTILITIES,
<br />4827
<br />4' 24' 160' 24' 4'
<br />3'� - EL: 4824.0
<br />12 WEIR SECTIO 1 2 EL: 4826.0
<br />lY
<br />3.0'
<br />`I/
<br />CUT -OFF WALL
<br />CONCRETE CUT -OFF WALL FOR
<br />EMERGENCY OVERFLOW WEIR
<br />N.T.S.
<br />BENCHMARK:
<br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE
<br />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
<br />3 FEET EAST OF POWER POLE.
<br />ELEVATION = 4953.57 NAVD88.
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<br />SPILLWAY # 4
<br />SCALE: 1"=50'
<br />NOTES:
<br />1. DURING THE RECLAMATION ACTIVITY,
<br />THE EXISTING LAKES WILL SERVE AS
<br />SEDIMENT BASINS. DISTURBED AREAS
<br />THAT LIE ABOVE THE ANTICIPATED WATER
<br />STORAGE ELEVATION, AND THE DMG
<br />PERMIT AREA WILL BE SEEDED AND
<br />MULCHED UPON COMPLETION OF THE
<br />RECLAMATION ACTIVITIES. SEDIMENT BASINS
<br />SHOWN ON THIS PLAN ARE PART OF THE
<br />ADJACENT DEVELOPMENT PROJECT AND
<br />ARE NOT A REQUIREMENT OF THE
<br />RECLAMATION PROJECT.
<br />-100 0 50 100 200
<br />SCALE: 1" = 100'
<br />ORIGINAL GRAPHIC SCALE
<br />CALL UTILITY NOTIFICATION
<br />CENTER OF COLORADO
<br />.800 On. 90,22.1 J 7
<br />CALL 2 BUSINESS DAYS IN ADVANCE
<br />BEFORE YOU DIG, GRADE OR EXCAVATE
<br />FOR THE MARKING OF UNDERGROUND
<br />MEMBER UTILITIES,
<br />4827
<br />4' 24' 160' 24' 4'
<br />3'� - EL: 4824.0
<br />12 WEIR SECTIO 1 2 EL: 4826.0
<br />lY
<br />3.0'
<br />`I/
<br />CUT -OFF WALL
<br />CONCRETE CUT -OFF WALL FOR
<br />EMERGENCY OVERFLOW WEIR
<br />N.T.S.
<br />BENCHMARK:
<br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE
<br />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
<br />3 FEET EAST OF POWER POLE.
<br />ELEVATION = 4953.57 NAVD88.
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<br />BURIED 1. THICK LAYER
<br />TYPE M RIP -RAP OR
<br />APPROVED EQUIVALENT WITH
<br />12" TYPE II GRANULAR BEDDING
<br />S_ ECTION B -B
<br />N. T. S.
<br />/
<br />4827.0
<br />/-CONCRETE
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<br />BURIED TYPE
<br />*M' RIPRAP OR
<br />APPROVED
<br />EQUIVALENT
<br />`-EX. WATER VERIFY DEPTH
<br />PRIOR TO CONSTRUCTION
<br />SECTION D -D
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<br />SURFACE ROUGHENING
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<br />TEMPORARY SEEDING
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<br />DIVERSION DIKE
<br />CONSTRUCTION FENCE
<br />SILT FENCE
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<br />Project: Title:
<br />WSE WATER SURFACE ELEVATION
<br />Scale: 1' =100'
<br />WETLANDS AREA
<br />Date: JANUARY 2006
<br />Job No. 3075
<br />File No. GR -1 GR -6
<br />Shen+ rP4 .,s cea
<br />
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