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HomeMy WebLinkAboutC302SewerPlanProfile_04212021PPPSPPPPGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS5ugugugugugugugugugugugugugCsssssssssssssssswmwmwmwmwmwmwmwmwmwmwmwmwmwmwm30' DEDICATED ROW - NELSON MEADOWS SUBDIVISIONssststststststststS6°33'44"E 446.65' (R-446.51')XXXXXXXXXXX X X X XXXSSSSSSSSSSSSSSSSSSSSSSS5+80 1+002+003+004+005+00 1+002+002+25 WSWSWSWSWSWSWSFFFFFFFFFCOMMCOMMCOMMCOMMCOMMCOMMBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBPBPBPBPBPBPBPBPBPBPBPBPBPGASGASGASGASGASGASGASGASGASWS10.00PUE3.00 MINSIDESETBACK20.00 MINFRONTSETBACK20.00PUE6.00MIN.457045804590460045704580459046004594.304595.501+254594.554594.781+504594.754594.401+752+004594.794594.544594.704595.012+254594.574594.742+504594.414594.792+753+004594.23 4595.48 4593.84 4595.053+254593.77 4594.843+504593.62 4594.603+754+004593.28 4594.36 4593.06 4594.104+254592.82 4593.854+504592.76 4593.494+755+004593.97 4593.49 4593.45 4593.165+254592.245+505+75SAND OIL INTERCEPTOR.COORDINATE VENT LINEWITH PLUMBING.SEE DETAIL 6/C404.INV. IN = 4588.63 (4")INV. OUT = 4588.38 (6")4" PVC. EXTEND SEWERLINE TO WITHIN 5' OFBUILDING FOUNDATION.SEE PLUMBING FORCONTINUATIONR.O.W BOUNDARY EXISTING 8" PVCSEWER MAINEXISTING GROUND(APPROX)PROPOSED GROUNDPROPOSED GROUNDELEV.EXISTING GROUNDELEV. (APPROX.)EXISTING 6" PVCSEWER SERVICE LINE6" PVC AT 1.0% SLOPEWATER LINE CROSSING. MAINTAIN 18"MIN. PIPE SEPARATION.CONNECT TO EXISTING 6"SEWER SERVICE STUB WITH45° VERTICAL BEND.CONTRACTOR TO VERIFYELEVATION PRIOR TOINSTALLATION.SS CLEANOUT STA:3+67.29 ELEV:4585.39 4"X6" WYE &SS CLEANOUTSTA:2+55.00ELEV:4587.0945° BENDSTA:1+36.00ELEV:4588.31 EXTERIOR BLDG WALL45° BEND &CLEANOUTSTA:2+06.47ELEV:4587.58RETIRED GASLINE CROSSINGCONTRACTOR TO VERIFYLOCATION AND DEPTHSTA:2+73.04 45° BEND & CLEANOUT STA:4+61.17 ELEV:4584.45 45° BEND STA:4+78.36 ELEV:4584.27APPROXIMATEEXTENTS OF EXISTINGSEWER STUBGAS LINE CROSSING. CONTRACTOR TO VERIFY LOCATION & DEPTH STA:4+84.46 GAS LINE CROSSING. CONTRACTOR TO VERIFY LOCATION & DEPTH STA:5+20.48 45° BENDSTA:2+62.24ELEV:4587.00 6" PVC AT 1.53% SLOPE6" PVC AT 1.0% SLOPE6" PVC AT 1.0% SLOPE6" PVC AT 1.0%MIN SLOPEDRY UTILITYCROSSING.4580459046004580459046004594.03 4595.751+254594.24 4595.331+504594.42 4594.891+752+004594.53 4594.73 4594.51 4594.002+25WATER LINE CROSSING.MAINTAIN 18" MIN. PIPESEPARATION.EXTEND SEWER LINE TOWITHIN 5' OF BUILDINGFOUNDATION. SEEPLUMBING FORCONTINUATIONSS CLEANOUT STA:1+14.50 ELEV:4590.71 CONNECT TO 6" STA:1+99.44 ELEV:4587.304" PVC ATAPPROX. 3.82%EXTERIOR BLDG WALL6" MIN. SEE DETAIL 6/S201 DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PARCEL DISTRIBUTION FACILITY UPS BOZEMAN, MONTANASITE PLAN SUBMITTAL04.21.20212021Know what'sbelow.Callbefore you dig.6/9/2021 11:09 AM | L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C301-C303.dwgC302SANITARYSEWER PLAN &PROFILESSCHLEGEL-WHITE1C302SANITARY SEWER PLANNORTH0102040SCALE: 1" = 20'2C302SANITARY SEWER PROFILE - 01HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'3C303SANITARY SEWER PROFILE - 02HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'SEE PROFILE3/C302.SEE PROFILE 2/C302.CONNECT TOEXISTING 6"SEWER STUBGAS LINE CROSSINGS6" 45° BEND6" 45° BEND &CLEANOUTCLEANOUT6" 45° BEND& CLEANOUTWATER LINECROSSING4"X6" SERVICEWYE.CLEANOUTWATER LINECROSSING6" 45° BEND6" 45° BEND &CLEANOUTSAND/OILINTERCEPTOR.SEE DETAIL 6/C404.WESTERLY EDGE OF100' YELLOWSTONEPIPELINE R.O.W