HomeMy WebLinkAboutOxbow Apartments Ph II, Fire and Domestic Service Profiles, Bldgs 15 and 18wm wm wmstst
stwmwm8"15" HDPE15" HDPE ssss ss ss ss
BUILDING #15APARTMENTTYPE C8,234 SFFFE = 4,855.20WS
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GAS1+002+003+003+00ssss11+9010+0011+00484048504860487048404850486048704854.931+004855.161+254855.114855.521+504854.704854.711+752+004854.564854.214854.814854.892+254859.404855.222+504859.644855.052+753+004855.30
4855.20 EXISTING GROUND (APPROX.)AT ALIGNMENTPROPOSED GROUNDAT ALIGNMENTSTA: 1+67.27CL ELEV=4847.086" 90 DEG BENDSTA: 1+95.55CL ELEV=4847.556" 22.5 DEG BENDSTA: 2+31.66CL ELEV=4848.226" 90 DEG BENDSTA: 2+76.20CL ELEV=4848.276" 90 DEG BENDSTA: 1+62.17CL ELEV=4847.046" GATE VALVEPIPE CROSSINGDOMESTIC SERVICETOP OF PIPESTA:2+29.57ELEV:4847.030.90125.486" CL51 DIP - FIRE LINETYPE 'A' TRENCH BACKFILLTYPE 1 PIPE BEDDINGPROPOSED GROUNDELEV.EXISTING GROUNDELEV. (APPROX.)CONNECT TO EXISTING6" D.I. 90° BEND(VERTICAL) WITHTHRUST BLOCK1.756.65 1'-2" A.F.F.PROPOSEDBUILDINGPIPE CROSSINGSTORM PIPEBOTTOM OF PIPESTA:2+81.22ELEV:4851.41PIPE CROSSINGSTORM PIPEBOTTOM OF PIPESTA:2+55.73ELEV:4851.202.672.86 EXISTINGSANITARYPIPEEXISTING FIRESERVICE PIPE484048504860487010+004854.88
4855.1010+254855.08
4855.4710+504855.18
4854.6910+7511+004854.56
4854.32
4854.85
4854.9911+254859.83
4855.2211+504859.76
4855.1711+7512+00EXISTING GROUND (APPROX.)AT ALIGNMENTPROPOSED GROUNDAT ALIGNMENTSTA: 10+63.27
CL ELEV=4847.00
4" GATE VALVE
STA: 10+65.55
CL ELEV=4846.98
4" 90 DEG BEND
STA: 10+89.93
CL ELEV=4846.97
4" 22.5 DEG BEND
STA: 11+23.98
CL ELEV=4846.79
4" 90 DEG BEND
STA: 11+68.65
CL ELEV=4848.00
4" 90 DEG BENDPIPE CROSSINGFIRE SERVICEBOTTOM OF PIPESTA:11+25.95ELEV:4847.940.90114.834" CL51 DIP - DOMESTIC LINETYPE 'A' TRENCH BACKFILLTYPE 1 PIPE BEDDINGCONNECT TO EXISTINGPROPOSED GROUNDELEV.EXISTING GROUNDELEV. (APPROX.)4" D.I. 90° BEND(VERTICAL) WITHTHRUST BLOCK1.756.99 1'-2" A.F.F.PROPOSEDBUILDINGPIPE CROSSINGSTORM PIPEBOTTOM OF PIPESTA:11+71.67ELEV:4851.40PIPE CROSSINGSTORM PIPEBOTTOM OF PIPESTA:11+50.18ELEV:4851.223.51
3.19 EXISTINGSANITARYPIPEEXISTINGWATER PIPEWSWSFFSTSTSTSTSTSTABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONPROJECT:OWNER:PROJECT ADDRESS:OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718OXBOW APARTMENTSPHASE IIOXBOW LAND HOLDING LLC1100 W IDAHO ST, SUITE 630BOISE, ID 837022023075®REVISIONSA10.18.2024FORMAL SITE DEVELOPMENTREVIEWMARKDATEDESCRIPTIONB12.18.2024SPR REV. #1C02.07.2025SPR REV. #2D04.02.2025PERMIT SETG07.18.2025IFC SETC310EFIRE AND DOMESTICSERVICE PROFILESSITE PLAN PACKAGE 'E'1C310EBUILDING #15HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'NORTHFIRE SERVICE PROFILE VIEWPLAN VIEWDOMESTIC SERVICE PROFILE VIEW2C310EBUILDING #16 BUILDING 16: GARAGEWILL NOT RECEIVE A FIREOR DOMESTIC SERVICE3C310EBUILDING #17BUILDING 17: GARAGEWILL NOT RECEIVE A FIREOR DOMESTIC SERVICECOB STANDARD NOTES:1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION,AND COB MODIFICATIONS TO MPWSS.2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATERSUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT AMINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS PRIOR TO CONSTRUCTION.5.EACH VALVE AND BEND >2" SIZE SHALL HAVE THRUST BLOCK PERDETAILS 11/C401E AND 1/C402E.4C310EBUILDING TYPE C MECHANICAL ROOM4.9110.94MECHANICAL ROOMPRIOR TO THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE OF THE NEWDOMESTIC AND FIRE SERVICE LINE (4" IN DIAMETER AND LARGER)THE LINE MUST BE DISINFECTED IN ACCORDANCE WITH MONTANAPUBLIC WORKS STANDARDS & SPECIFICATIONS AND CITY OFBOZEMAN REQUIREMENTS. FLUSHING AND PRESSURE TESTING OFTHE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24. TWO (2)COPIES OF THE BACTERIOLOGICAL TEST RESULTS ARE TO BESUBMITTED TO THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.F1' MIN.4" D.I. DOMESTICSERVICE TO BEREDUCED TO 3"AFTER OS&Y. SEEPLUMBING PLANSFOR CONTINUATIONTHE PURPOSE OF THESE RECORD DRAWINGS IS TO SHOW THE WATERUTILITIES WERE COMPLETED IN SUBSTANTIAL ACCORDANCE WITHPLANS AND SPECIFICATIONS APPROVED BY THE GOVERNING AGENCIES.OBSERVED FIELD MODIFICATIONS ARE NOTED WITHIN AND WERE DUETO EXISTING UNFORESEEN CONDITIONS. NO SUBSTANTIAL DEVIATIONSFROM THE APPLICABLE DESIGN STANDARDS OTHER THAN THOSEPREVIOUSLY APPROVED BY CITY OF BOZEMAN. THESE RECORDDRAWINGS WERE PREPARED, IN PART, BASED UPON INFORMATIONPROVIDED BY THE GENERAL CONTRACTOR AND FIELD OBSERVATIONS.RECORD DRAWINGSH05.20.2026RECORD DRAWINGS
ststwm wm wm8"wmwmssstSubsurface storm waterretention tank lays eastof Storm Drain Open Gratess BUILDING #18APARTMENTTYPE A3,895 SFFFE = 4,854.50FFWSBP BP BP BP BP
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BPBPBPBPBPBPBPBPBPBPGAS GAS GAS GAS GASGASGASGASGASGASGASGASGAS8+791+002+002+10STSSSSSS484048504860487048404850486048704853.051+004852.931+254852.724853.531+504853.374854.191+752+004853.844854.50 STA: 1+59.96CL ELEV=4844.956" 90 DEG BENDSTA: 1+80.69CL ELEV=4846.356" 90 DEG BENDPROPOSED GROUNDAT ALIGNMENTEXISTING GROUND (APPROX.)AT ALIGNMENTPROPOSED GROUNDELEV.EXISTING GROUNDELEV. (APPROX.)CONNECT TO EXISTING34.316" CL51 DIP - FIRE LANETYPE 'A' TRENCH BACKFILLTYPE 1 PIPE BEDDING6" D.I. 90° BEND(VERTICAL) WITHTHRUST BLOCK1.756.71 1'-2" A.F.F.PROPOSEDBUILDINGFFWSWSSSSTSTSTSTSSSSSSSSABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONPROJECT:OWNER:PROJECT ADDRESS:OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718OXBOW APARTMENTSPHASE IIOXBOW LAND HOLDING LLC1100 W IDAHO ST, SUITE 630BOISE, ID 837022023075®REVISIONSA10.18.2024FORMAL SITE DEVELOPMENTREVIEWMARKDATEDESCRIPTIONB12.18.2024SPR REV. #1C02.07.2025SPR REV. #2D04.02.2025PERMIT SETG07.18.2025IFC SETC311EFIRE AND DOMESTICSERVICE PROFILESSITE PLAN PACKAGE 'E'1C311EBUILDING #18HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'NORTHFIRE SERVICE PROFILE VIEWPLAN VIEWDOMESTIC SERVICE PROFILE VIEWCOB STANDARD NOTES:1.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION,AND COB MODIFICATIONS TO MPWSS.2.ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATERSUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.3.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT AMINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.4.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS PRIOR TO CONSTRUCTION.5.EACH VALVE AND BEND >2" SIZE SHALL HAVE THRUST BLOCK PERDETAILS 11/C401E AND 1/C402E.BUILDING 18: NO PROFILEIS SHOWN OF 2" DOMESTICWATER SERVICE LINE2C311EBUILDING TYPE A MECHANICAL ROOM10.815.77MECHANICALROOMF1' MIN 1' MINPRIOR TO THE CITY OF BOZEMAN'S INITIAL ACCEPTANCE OF THE NEWDOMESTIC AND FIRE SERVICE LINE (4" IN DIAMETER AND LARGER)THE LINE MUST BE DISINFECTED IN ACCORDANCE WITH MONTANAPUBLIC WORKS STANDARDS & SPECIFICATIONS AND CITY OFBOZEMAN REQUIREMENTS. FLUSHING AND PRESSURE TESTING OFTHE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24. TWO (2)COPIES OF THE BACTERIOLOGICAL TEST RESULTS ARE TO BESUBMITTED TO THE CITY OF BOZEMAN ENGINEERING DEPARTMENT.2" TYPE K COPPER DOMESTICWATER SERVICE TO WITHIN 5'OF BUILDING. SEE PLUMBINGFOR CONTINUATIONTHE PURPOSE OF THESE RECORD DRAWINGS IS TO SHOW THE WATERUTILITIES WERE COMPLETED IN SUBSTANTIAL ACCORDANCE WITHPLANS AND SPECIFICATIONS APPROVED BY THE GOVERNING AGENCIES.OBSERVED FIELD MODIFICATIONS ARE NOTED WITHIN AND WERE DUETO EXISTING UNFORESEEN CONDITIONS. NO SUBSTANTIAL DEVIATIONSFROM THE APPLICABLE DESIGN STANDARDS OTHER THAN THOSEPREVIOUSLY APPROVED BY CITY OF BOZEMAN. THESE RECORDDRAWINGS WERE PREPARED, IN PART, BASED UPON INFORMATIONPROVIDED BY THE GENERAL CONTRACTOR AND FIELD OBSERVATIONS.RECORD DRAWINGSH05.20.2026RECORD DRAWINGS