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HomeMy WebLinkAbout024 Utilities PlanUPDNLITTLE HORSE DR.ELLIS VIEW LOOPSOUT H 3 r d A V E P E A C E P I P E D R .CONCRETE ARCH PIPE I.D. = 3.65' X 2.20'IE = 5034.27CONCRETE PIPE I.D. = 24"IE = 5037.80CONCRETE PIPE I.D. = 18"IE = 5038.99EXISTING CONCRETE ARCH PIPE I.D. = 3.65' X 2.20'IE = 5030.67EXISTING POWERTRANSFORMERCONCRETE PIPE I.D. = 18"IE = 5039.95CONCRETE PIPE I.D. = 24"IE = 5038.86EXISTINGSEWER MANHOLEIE = 5030.68EXISTING SEWERMANHOLEIE = 5029.52SUNDANCE SPRINGSSUBDIVISIONPHASE 1B BOUNDARYPLAT #J-257MIDDLE CREEK DITCHDELINEATED WETLANDIRRIGATIONMETER, STUB, ANDBACKFLOWPREVENTERCOMMUNICATION BOXEXISTINGIRRIGATION WELLEXISTING HYDRANTPOWER METER &SPRINKLER CONTROLSLEGENDPARCEL BOUNDARYSUNDANCE SPRINGS SUBDIVISIONPHASE 1B BOUNDARYROAD CENTER LINESEXISTING WATER LINESEXISTING SEWER LINESEXISTING STORM SEWER (RCP)PROPOSED 8" DIP PRESSURE MAINPROPOSED 8" PVC SEWER MAINPROPOSED 4" PVC SEWERSERVICE LINEPROPOSED K-COPPER WATERSERVICE LINE (1" DOMESTIC, 1.5"LANDSCAPE)PROPOSED 4" DIP FIRE SERVICE LINEMANHOLE (EXISTING/PROPOSED)PROPOSED WATER/SEWER EASEMENTEXISTING BURIED POWEREXISTING CATVEXISTING CHARTEREXISTING FIBEREXISTING OVERHEAD POWEREXISTING FIRE HYDRANTEXISTING POWER POLEEASEMENTNOTES:1.WATER MAIN TIE IN LOCATIONS SUBJECT TO APPROVAL BYCITY ENGINEER.2.SEWER TIE IN LOCATIONS SUBJECT TO APPROVAL BY CITYENGINEER.3.ELECTRICAL SERVICE DESIGN TO BE COMPLETED BYNORTHWESTERN ENERGY.4.SEWER MAIN SIZING IS BASED ON AN ESTIMATED DAILYFLOW RATE OF 1506.5 GPD5.WATER MAIN SIZING IS BASED ON AN ESTIMATEDEQUIVALENT POPULATION OF 24 AND A WATER SERVICEDEMAND OF 6.5 GPM, PLUS 1500 GPM FOR FIRE FLOW.6.ARCHITECT/CONTRACTOR TO CONFIRM LOCATION OFSERVICE LINE TIE-INS AND PLACEMENT OF ALL NEWELECTRICITY AND CABLE UTILITIES.7.WHERE THEY CROSS SEWER LINES, WATER SERVICELATERALS MUST BE LAID TO PROVIDE A MINIMUM VERTICALDISTANCE OF 18" BETWEEN THE BOTTOM OF THE WATERSERVICE LATERAL AND THE TOP OF THE SEWER LINE, OR INA MANNER ALLOWED UNDER THE STATE PLUMBINGREQUIREMENTS DESCRIBED IN ARM 24.301.301(1) (ARM37.111.206).8.PROPOSED GAS METER LOCATIONS ARE SUBJECT TOREVIEW BY NORTHWESTERN ENERGY.07-25-2022© 2022 SYNERGY ENGINEERING AND KONSULTING (SEAK). THISDRAWING AND ASSOCIATED ELECTRONIC FILES ARE THE WORKPRODUCT OF SEAK AND REUSE OF FILES IS BY LIMITEDPERMISSION FROM SEAK.SHEET Date: Drawn By: Checked By: Revisions: SUNDANCE SPRINGS SUBDIVISION PHASE 1B, COMM LOT 2 BOZEMAN, MT 59715 S25, T2S, R5E 5520 Sourdough Rd., Bozeman, MT 59715 Phone: (406) 925-0590 Filename:SUNDANCE SPRINGS 6.16.DWG Sheet:C-107 UTILITIES Location:C:\USERS\SPEAK\SEAK DROPBOX\SEAK PROJECTS\SUNDANCE SPRINGS\CAD Plotted:8/8/2022 Plotted by:SPEAK 07/25/2022 APR MS 6.16 3731 Equestrian Lane, Suite 102., Bozeman, MT 59718 Phone: (406) 624-6137 SYNERGY ENGINEERING AND KONSULTING C-107UTILITIES AND SERVICES SCALE: 1"=30'3020106050407002" BLOWOFF VALVE AT ENDOF WATER MAINPROPOSED GAS AND WATERMETER LOCATIONSPROPOSEDWATER/SEWEREASEMENT