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HomeMy WebLinkAbout1.18 Ditch Reroute Plan5390'5390'5390'5380'5380'5390' 5390'5380'5380'5392'5390'0+00'0+50'1+00'1+50' 2+00' 2+50' 3+00' 3+50' 4+00' 4+50' 5+00' 5+50' 6+00' 6+50' 7+00' 7+50' 8+00' 8+50' 9+00' 9+50' 10+00' 10+50' 11+00' 11+50' 12+00' 12+50' 13+00' 13+50' 14+00' 14+50' 15+00' 15+50' 16+00'16+50'17+00'17+50'18+00'18+50'19+00'19+50'20+00'20+50'21+00'21+50'22+00'22+50'23+00'23+50'24+00'24+50'25+00'25+50'26+00'26+50'27+00'27+50'27+51'CONCRETE DIVERSION& 24" PLASTIC PIPEGAS LINE EASEMENT24" PLASTIC PIPECDOT IRRIG. EASEMENTSREC. No. 261598 & 261599GAS LINE & EASEMENTStationDitch Reroute - South Pipe Route PROFILE5360'5370'5380'5390'5400'5410'5420'5430'5360'5370'5380'5390'5400'5410'5420'5430'-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+00Minimum 6" Clean Sand30" Class 6 Road Base36" General Fill Material42"25"Minimum 6" Class 6 Road Base16"Steps24" HDPE PIPE7"24" Diameter5' DiameterMANHOLE DESIGN6" BasePrecast Reinforced Concrete SectionsMirafi 40 FabricButyl MasticGround LevelMinimum 3' Trench WidthMinimum 36" General Fill MaterialMinimum 6" Class 6 Road BaseMinimum 6" Clean Sand24" HDPE PipePIPE CROSS SECTION0.5H : 1V MinimumMirafi 40 Fabric*Applicable to Entire LengthGround LevelBottom of DitchBottom of DitchMinimum 36" General Fill MaterialMinimum 48" Native GroundMinimum 48" Native Ground24" ManholeApprox. Water LevelApprox. Water LevelPIPE PROFILEINLETOUTLETWater Flow DirectionMirafi 40 FabricDebris Blocking GrateHeadwallMinimum 0.13% GradeMinimum 6" Class 6 Road BaseMinimum 6" Clean Sand1H:1V Minimum24" HDPE PipeDITCH REROUTEMIN. 24" DIA. PIPEBURIED MIN. 24" DIA. HDPE PIPEMIN. 3' OF COVER OVER PIPEMANHOLE ACCESS (TYP.)FILL OVER PIPE ROUTEFILL OVER PIPE ROUTELatitude: 39.54161Longitude: -107.67733Major Watershed:Mine Entry Location:Section: 9Township: 6SRange: 92WState: COCounty: GarfieldNearest Town: SiltPM: 6thDrawn by: BELMap Scale: 1":MSHA ID: N/ADRMS Permit Number: TBDMap Georeferencing Information:Projection: CO CENTRALFile Name: North Hangs 220217Imagery Source:GoogleChecked by: BELApproved by: BELDate: 11/25/21Date: 11/25/21Date: 11/29/21Survey Source: County LIDARDatum: NAD 83Imagery Date: 06/07/16Survey Date: 2017Colorado River G-2 Ditch RerouteNorth Hangs MineLittleton, CO USA 801233375 West Powers Circle(303)-346-5196info@lewicki.biz0Western Slope Materials100100200State or territorialCounty or equivalentIncorporated city or equivalentProject Property & Permit BoundaryBuildingAirport, paved landing strip,Unpaved landing stripTanksLocated or landmark objectRetaining wall, jetty, or warfWell (other than water)FencePerennial stream/ditchPerennial riverIntermittent stream/ditchIntermittent riverPerennial lake/pondIntermittent lake/pondDry lake/pondWaterwellSpring or seepHighwayLight duty road, pavedLight duty road, gravelDrainage BasinRangelandWetlandsPublic Land Survey SystemRange or Township lineRange or Township labelsSection lineSection numbersMining claim or property boundaryMining claim or property monumentBuried aqueduct, flume, or conduitrunway, taxiway, or apronFlood PlainMobile StructuresMining PhasesBerm/windrowFixed StructuresIndexApproximate of indefiniteIntermediateSupplementaryApproximate of indefinite5280'5281'5281'Power transmission line; pole; towerTelephone/data line, above groundPipeline (non-water), above groundTelephone/data line, buriedPipeline (non-water), buriedPower transmission line, buriedDisturbed AreaLEGENDBOUNDARIESBUILDINGS AND RELATED STRUCTURESLAND SURVEYSROADS AND RELATED FEATURESBASELINE CONTOURSMINING FEATURESTRANSMISSION LINES AND PIPELINESVEGETATION & SOILSRIVERS, LAKES, SHORELINES, AND CANALSWell NameFeature LabelR1E T2N1-36Well NameIndexApproximate of indefiniteIntermediateSupplementaryApproximate of indefinite5280'5281'5281'MINING CONTOURSTrees (Existing/New)SEE PIPE PROFILE FOR INLETSEE PIPE PROFILE FOR OUTLETSEE PIPE CROSS SECTIONFOR GENERAL DITCH DESIGNSEE MANHOLE DESIGN