HomeMy WebLinkAbout026 Sewer PlanLEGENDSUBJECT PARCEL BOUNDARYSETBACKSROAD CENTER LINESPROPOSED 30' WATER/SEWER EASMENTEXISTING WATER LINESEXISTING SEWER LINESEXISTING STORMWATER SEWERPROPOSED 4" PVC SEWER SERVICE LINEPROPOSED 8" PVC SEWER MAINMANHOLE (EXISTING/PROPOSED)PROPOSED 8" DIP PRESSURE MAINPROPOSED WATER SERVICE LINEFIRE HYDRANTBURIED POWERFIBEROVERHEAD POWERPOWER POLEPROPOSED STREETLAMPEDGE OF ROAD (LITTLEHORSE DR.)SIDEWALKPROPOSED CROSSINGS WITH WATER SERVICE LINETRENCHES. MIN. 18" SEPARATION FROM SEWER MAINFINISH GRADE SURFACE4' COVER DEPTH (MIN.)5' COVER DEPTHEXISTING 8" WATERMAIN, IE 5026.5' ATCROSSING. 18" MIN.SEPARATION8" PVC PIPELENGTH = 49.60'SLOPE = 2.38%Elevation StationStationPWTS Profile5030.005040.000+20.000+40.00
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3 PROPERTYBOUNDARYEX MHSTA 0+00.00';INVERT OUT = 5025.96'(FROM SUBDIVISIONCONSTRUCTION PLANS)MH-1STA 0+49.62';SUMP = 5027.31'INV IN = 5027.51'INV OUT = 5027.31'MH-2STA 2+89.79';SUMP = 5031.51'INV IN = 5031.79'INV OUT = 5031.59'MH-3STA 3+79.73';SUMP = 5032.34'INV OUT = 5032.34'INLINE GASKETED WYEWEST SEWER SERVICE TEEINV. ELEV = 5032.16'INLINE GASKETED WYEEAST SEWER SERVICE TEEINV. ELEV = 5032.28'2.4' FROM MANHOLE OUTLET8" PVC PIPELENGTH = 240.17'SLOPE = 1.70%8" PVC PIPELENGTH = 89.94'SLOPE = 0.60%PIPE INSULATION MUSTBE PROVIDED WHERECOVER IS 4'-5'NOTES:1.SEWER TIE IN LOCATION TO BE APPROVED BY CITYENGINEER.2.SITE SLOPES TO NORTHEAST.3.SEWER NETWORK HAS BEEN DESIGNED FOR ANEQUIVALENT POPULATION OF 24 PERSONS.4.SEWER MAIN SHALL BE 8" PVC PIPE SLOPING A MINIMUMOF 0.4%.5.SEWER SERVICE LINES SHALL BE 4" PVC PIPE WITH ASLOPE BETWEEN 14 AND 12 INCH PER FOOT. EACH BUILDINGSHALL HAVE A SEPARATE SERVICE LINE RUNNINGPERPENDICULAR FROM THE SEWER MAIN. CONNECTIONSHALL BE THROUGH AN INLINE GASKETED WYE.6.48" FLAT TOP MANHOLES SHALL BE INSTALLED UNLESSGREATER THAN 6' IN HEIGHT, THEN ECCENTRIC CONETOP MANHOLES SHALL BE INSTALLED. SEE SHEET C-503FOR STANDARD DETAILS.7.4' MINIMUM COVER OVER SEWER MAIN PIPES. IF COVER ISLESS THAN 5' PIPES SHALL BE SUFFICIENTLY INSULATED.8.CONTRACTOR TO VERIFY BURIAL DEPTH OF EXISTINGWATER MAIN WITH THE CITY OF BOZEMAN PRIOR TOCONSTRUCTION. CROSSINGS MUST BE PERPENDICULARWITH SEWER AND WATER LINES SEPARATED BY AT LEAST18" VERTICAL.9.SEE DETAIL SHEET C-504 FOR SEWER/WATER MAINSEPARATION SPECIFICATIONS.10.CLEANOUTS TO BE INSTALLED WITHIN 3 FEET OFBUILDING FOUNDATION WALLS. SEE SHEET C-503 FORSTANDARD SPECIFICATIONS.11.SEWER MAIN STA 3+66 TO STA 3+79 REQUIRESINSULATION DUE TO GROUND COVER LESS THAN 5 FEET.07-25-2022
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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-109-PWTS Location:C:\USERS\SPEAK\SEAK DROPBOX\SEAK PROJECTS\SUNDANCE SPRINGS\CAD Plotted:8/8/2022 Plotted by:SPEAK
7/25/2022
APR
MS
6.16
C-109PWTSSCALE: 1"=20'204001030503731 Equestrian Lane, Suite 102., Bozeman, MT 59718
Phone: (406) 624-6137
SYNERGY
ENGINEERING AND KONSULTING SEWER MAIN PLAN VIEW1" = 20'SEWER MAIN PROFILE VIEWHORIZONTAL SCALE 1" = 20'VERTICAL EXAGGERATION 5'SUMP ELEVATIONS TO BE VERIFIED BY CONTRACTOR.MINIMUM PIPE SLOPE 0.40% FOR 8" MAIN10' MIN.WATER/SEWER EASEMENT, MIN .30'EXISTING 6" SEWER STUB,TO BE ABANDONEDINLINE GASKETED WYECONNECTION TOSANITARY SERVICE LINEINLINE GASKETED WYECONNECTION TOSANITARY SERVICE LINE