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HomeMy WebLinkAbout029 - C500 - UTILITY PLANWSWSWSWSWSWSWSWSWSWSSSSSSSSDSDSDSDSDSDSDSDSDSD6W6W6WSDSDSD SDSDSD UPUPDNUPB P BP BP B P B P B P BPBPBPBPBPOHPOHPOHPBPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPDEX. 8" PVC SANITARY SEWER MAIN ALLEY EX. 15" PVC STORM DRAIN MAINEX. 8" DUCTILE IRON WATER MAIN PTVFXXXXXX W W W W W W W W W W W W W W W W W W W W BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBP BP BP BP BP NGNGNGNGNGNGNGNGNGNGNGNGNGNGSSSSSSSSSSWSWSBF BF BF BF BF BF BF BF BP BP BP BP BP BP BPBPBTV BTV BTV BTV BTV BTVBTVBTVBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV NGNGNGNGNGNGNGNGNGS S S S S S S S S S S S S S S S S S S S SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD TWXXXXXXXXXXXOHPOHPOHPOHPOHPOHPOHPPROPOSED 6-STORY BUILDINGFOOTPRINT: ~11,100 SF112 SOUTH CHURCH AVENUESOUTH CHURCH AVENUE44.29'NEW 30 LF OF 6" SEWERSERVICE @ 2.0% SLOPEINV IN: 4807.45SEE PLUMBING PLAN FORCONTINUATIONINSTALL ± 42 LF OF 6" DI FIRE SERVICE AT6.5' MIN BURY DEPTH. SEE PLUMBING PLANFOR CONTINUATIONINSTALL 42LF OF 4" DI DOMESTIC WATERSERVICE AT 6.5' MIN BURY DEPTH. SEEPLUMBING PLAN FOR CONTINUATIONCONNECT TO EXISTING8" SEWER MAININV = 4806.68CONNECT TO EXISTING8" WATER MAIN USING A8"X4" TAPPING TEEPROPERTY LINECONNECT TO EXISTING15" STORM MAIN ATNEW STORM DRAINMANHOLEEXISTINGFLOODWAYPROPOSED FIREHYDRANT ASSEMBLYSEE COB DWG NO.02660-430 LF OF 6" CLASS 51DUCTILE IRON PIPECONNECT TO EXISTING8" WATER MAIN USING A8"X6" TAPPING TEEFDC LOCATIONPROPOSED ELECTRICAL METERLOCATION. SEE MEP PLANS FORCONTINUATION INTO BUILDINGCOORDINATE WITH NWE FORBURIED POWER ROUTING TOBUILDING AND THROUGH ALLEYTHE PROPOSED CONFIGURATIONOF ALLEYWAY POWER ISDEVELOPED FROM A MEETINGWITH NWE ON 1/9/2026 AND WILLBE DEVELOPED FURTHER AS THECONSTRUCTION DOCUMENTSPROGRESS.PROPOSED MECHANICALROOM LOCATIONGLULAM POWERPOLE6'X6' CONCRETETRANSFORMERPADPROPOSEDBURIED POWERPROPOSED BURIED POWERTO CONNECT EXISTINGPOWER BURIED POWER LINEAND POWER POLEPROPOSEDBURIED POWERCONNECTOVERHEADPOWER FROMTHE SOUTH TONEW POWERPOLEPROPOSEDBURIED POWERRELOCATED ORNEW OVERHEADPOWER POLENEW OVERHEAD LINECONNECTIONS TOBUILDINGSVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2026COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Jan/27/2026REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - UTILITY PLAN.DWG THE DEPOT ON CHURCH112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANAUTILITY PLAN7C500JAZJAZCMS11/14/25 1CITY OF BOZEMAN REVIEW1/14/26 10205100SCALE IN FEETEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGGENERAL NOTES1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION ASDETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THEEXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNELONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.INSTALL CLEANOUTS AS DETAILED ON THE PLAN AND AT MAXIMUM SPACING OF 100 FT.No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER111CMS