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HomeMy WebLinkAbout1.33 Ditch Reroute5 3 7 0 ' 5 3 8 0 ' 5 3 9 0 ' 5370' 5380' 5390' 0 + 0 0 ' 0 + 5 0 ' 1 + 0 0 ' 1+ 5 0 ' 2+ 0 0 ' 2+ 5 0 ' 3+ 0 0 ' 3+ 5 0 ' 4+ 0 0 ' 4+ 5 0 ' 5+ 0 0 ' 5+ 5 0 ' 6+ 0 0 ' 6+ 5 0 ' 7+ 0 0 ' 7+ 5 0 ' 8+ 0 0 ' 8+ 5 0 ' 9+ 0 0 ' 9+ 5 0 ' 10 + 0 0 ' 10 + 5 0 ' 11 + 0 0 ' 11 + 5 0 ' 12 + 0 0 ' 12 + 5 0 ' 13 + 0 0 ' 13 + 5 0 ' 14 + 0 0 ' 14 + 5 0 ' 15 + 0 0 ' 15 + 5 0 ' 16 + 0 0 ' 16 + 5 0 ' 17 + 0 0 ' 17 + 5 0 ' 18 + 0 0 ' 18 + 5 0 ' 19 + 0 0 ' 19 + 5 0 ' 20 + 0 0 ' 20 + 5 0 ' 21+ 0 0 ' 21+ 5 0 ' 22+ 0 0 ' 22 + 5 0 ' 23 + 0 0 ' 23 + 5 0 ' 24 + 0 0 ' 24 + 5 0 ' 25 + 0 0 ' 25 + 5 0 ' 26 + 0 0 ' 26 + 5 0 ' 27 + 0 0 ' 27 + 5 0 ' 27 + 5 1 ' C O N C R E T E D I V E R S I O N & 2 4 " P L A S T I C P I P E G A S L I N E E A S E M E N T 24 " P L A S T I C P I P E C D O T I R R I G . E A S E M E N T S R E C . N o . 2 6 1 5 9 8 & 2 6 1 5 9 9 G A S L I N E & E A S E M E N T Station Ditch Reroute - South Pipe Route PROFILE 5360' 5370' 5380' 5390' 5400' 5410' 5420' 5430' 5360' 5370' 5380' 5390' 5400' 5410' 5420' 5430' -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 Minimum 6" Clean Sand 30" Class 6 Road Base 36" General Fill Material 42" 25" Minimum 6" Class 6 Road Base 16" Steps 24" HDPE PIPE 7" 24" Diameter 5' Diameter MANHOLE DESIGN 6" Base Precast Reinforced Concrete Sections Mirafi 40 Fabric Butyl Mastic Ground Level Minimum 3' Trench Width Minimum 36" General Fill Material Minimum 6" Class 6 Road Base Minimum 6" Clean Sand 24" HDPE Pipe PIPE CROSS SECTION 0.5H : 1V Minimum Mirafi 40 Fabric *Applicable to Entire Length Ground Level Bottom of Ditch Bottom of Ditch Minimum 36" General Fill Material Minimum 48" Native Ground Minimum 48" Native Ground 24" Manhole Approx. Water Level Approx. Water Level PIPE PROFILE INLET OUTLET Water Flow Direction Mirafi 40 Fabric Debris Blocking Grate Headwall Minimum 0.13% Grade Minimum 6" Class 6 Road Base Minimum 6" Clean Sand 1H:1V Minimum 24" HDPE Pipe DITCH REROUTE MIN. 24" DIA. PIPE BURIED MIN. 24" DIA. HDPE PIPE MIN. 3' OF COVER OVER PIPE MANHOLE ACCESS (TYP.) FILL OVER PIPE ROUTE FILL OVER PIPE ROUTE Latitude: 39.54161 Longitude: -107.67733 Major Watershed: Mine Entry Location: Section: 9 Township: 6S Range: 92W State: CO County: Garfield Nearest Town: Silt PM: 6th Drawn by: BEL Map Scale: 1": MSHA ID: N/A DRMS Permit Number: TBD Map Georeferencing Information:Projection: CO CENTRAL File Name: North Hangs 230710 Imagery Source:Google Checked by: BEL Approved by: BEL Date: 11/25/21 Date: 11/25/21 Date: 11/29/21 Survey Source: County LIDAR Datum: NAD 83 Imagery Date: 06/07/16 Survey Date: 2017 Colorado River G-2 Ditch Reroute North Hangs Mine Littleton, CO USA 80123 3375 West Powers Circle (303)-346-5196 info@lewicki.biz 0 Western Slope Materials 100 100 200 Incorporated city or equivalent DRMS Permit Boundary Building Fence Perennial stream/ditch Perennial river Intermittent stream/ditch Intermittent river Perennial lake/pond Intermittent lake/pond Dry lake/pond Waterwell Spring or seep Highway Light duty road, paved Light duty road, gravel Drainage Basin Rangeland Wetlands Public Land Survey System Range or Township line Range or Township labels Section line Section numbers Mining claim or property boundary Mining claim or property monument Buried aqueduct, flume, or conduit Flood Plain Mobile Structures Mining Phases Berm/windrow Fixed Structures Index Approximate of indefinite Intermediate Supplementary Approximate of indefinite 5280' 5281' 5281' Power transmission line; pole; tower Telephone/data line, above ground Pipeline (non-water), above ground Telephone/data line, buried Pipeline (non-water), buried Power transmission line, buried Disturbed Area LEGEND BOUNDARIES BUILDINGS AND RELATED STRUCTURES LAND SURVEYS ROADS AND RELATED FEATURES BASELINE CONTOURS MINING FEATURES TRANSMISSION LINES AND PIPELINES VEGETATION & SOILS RIVERS, LAKES, SHORELINES, AND CANALS R1E T2N 1-36 Well Name Index Approximate of indefinite Intermediate Supplementary Approximate of indefinite 5280' 5281' 5281' MINING CONTOURS Trees (Existing/New) Easement SEE PIPE PROFILE FOR INLET SEE PIPE PROFILE FOR OUTLETSEE PIPE CROSS SECTION FOR GENERAL DITCH DESIGN SEE MANHOLE DESIGN 20' MAINTENANCE EASEMENT FOR PIPE