HomeMy WebLinkAbout013 C3.1 Utilty Plan (2 of 2)8W8W8W8W8W8W8W8W8W8W8W8W8W8W8S 8S 8S 8S 8S 8S 8S 8S 8S 8S
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PROPOSED 30.00'WATER & SEWEREASEMENT15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 15SD 15SD 15SD 15SD 15SD 15SD
C3.1UTILTY PLAN (2OF 2)12-01-2022SHEET NUMBERPROJECT CODEPROJECT ADDRESSARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.NWBWEST PARKNEIGHBORHOODBLOCK 1LOT 1WEST PARKSUBDIVISIONPRELIMINARY106 EAST BABCOCK STREETSUITE 1ABOZEMAN, MT 59715SHEET NAMEPROJECT NAMEDRAWING REVISIONSDRAWING ISSUE DATEDRAWING ISSUED FORPHONE: (406) 582-898812/01/2022LAUREL PARKWAYVAUGHN DRIVEEXISTING SSMH 48"RIM=4789.358" INV IN (E) = 4782.208" INV IN (S) = 4782.208" INV OUT (W) = 4782.00EXISTING 8" WATER MAINPROPOSED 8" WATER MAINPLANS ON SEPARATEINFRASTRUCTURE SETPROPOSED 8" SEWERPLANS ON SEPARATEINFRASTRUCTURE SETEXISTING SSMH 48"RIM= 4788.528" INV IN (E) =4783.058" INV OUT (W) = 4782.85204010200SCALE IN FEETKnow what'sbelow.before you dig.CallRTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.12-PLEX (C)FFE = 4788.12'12-PLEX (B)FFE = 4789.85'12-PLEX (A)FFE = 4789.38'1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTERCONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER,AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT ASAPPROVED BY AGENCY AND/OR ENGINEER.4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C1.0 FOR MORECOMPLETE DEPICTION OF EXISTING IMPROVEMENTS.5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, ANDSIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATEOR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS.9.ALL SEWER SERVICES REFER TO COB STD DWGS: 02730-2 & 02730-310.ALL WATER SERVICES REFER TO COB STD DWG: 02660-1511.FIRE SERVICES REFER TO COB STD DWG: 02660-1312.INVERT OBTAINED FROM NORTON EAST RANCH SUBDIVISION CONSTRUCTION DRAWINGSDATED 3/10/2022 BY C&H.GENERAL NOTES:NOTES BY SYMBOL:INSTALL ± 43 LF OF 2" COPPER, TYPE K, FIRE SERVICE AT 6.5' MINIMUM DEPTH BURY DEPTHSEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 46 LF OF 2" COPPER, TYPE K, ANNEALED DOMESTIC WATER SERVICE AT 6.5'MINIMUM BURY DEPTH. PIPE LAY LENGTH 42" INTO FIRE RISER ROOMSEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 53 LF OF 4" PVC SANITARY SEWER SERVICE AT 12 " PER FOOT SLOPEINV IN TO BUILDING: 4783.12'SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING131415INSTALL ± 50 LF OF 2" COPPER, TYPE K, FIRE SERVICE AT 6.5' MINIMUM DEPTH BURY DEPTHSEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 52 LF OF 2" COPPER, TYPE K, ANNEALED DOMESTIC WATER SERVICE AT 6.5'MINIMUM BURY DEPTH. PIPE LAY LENGTH 42" INTO FIRE RISER ROOMSEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 63 LF OF 4" PVC SANITARY SEWER SERVICE AT 12 " PER FOOT SLOPEINV IN TO BUILDING: 4784.85'SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 50 LF OF 4" COPPER, TYPE K, FIRE SERVICE AT 6.5' MINIMUM DEPTH BURY DEPTHSEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 55 LF OF 2" COPPER, TYPE K, ANNEALED DOMESTIC WATER SERVICE AT 6.5'MINIMUM BURY DEPTH. PIPE LAY LENGTH 42" INTO FIRE RISER ROOMSEE PLUMBING PLANS FOR CONTINUATION INTO BUILDINGINSTALL ± 181 LF OF 4" PVC SANITARY SEWER SERVICE AT 12 " PER FOOT SLOPEINV IN TO BUILDING: 4784.38'SEE PLUMBING PLANS FOR CONTINUATION INTO BUILDING1617181920211314151617181921CONTRACTOR TO TAP INTOEXISTING 8" WATER MAINCOB STD DWG NO: 02660-620PROPOSED TRANSFORMERLOCATIONPROPOSED TRANSFORMERLOCATIONEXISTING FIREHYDRANTFIRE RISERROOMFIRE RISERROOMFIRE RISERROOMMATCH LINE SHEET C3.0