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HomeMy WebLinkAbout030 BUILDING RH-3 FIRE SERVICEW W W W8W8W8W8W8W8W8W8WWW 6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD8S8S8SNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPNG NG 0+00 0+43 STA 0+04.96STA 0+07.46STA 0+40.43STA 0+43.44WSWSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+50STA 0+04.96STA 0+07.46ELEV = 4726.43STA 0+40.43STA 0+43.44STA 0+04.96ELEV = 4726.228-IN WATER MAINSTA 0+45.68ELEV = 4726.5190° VERT. BEND W/THRUST BLOCKBUILDING RH-3 FIRESERVICECCFWEHC5-7SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023BTURBULENCE LANE FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT14" CLASS 51 DUCTILE IRON FIRE SERVICE.39LF2INSTALL 8" X 4" TEE AT 8" DUCTILE IRON WATER MAIN FOR A 4" DUCTILE IRONFIRE SERVICE CONNECTION.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4DRY UTILITY CROSSING1EA54" M.J. GATE VALVE WITH ROAD BOX AND THRUST BLOCK1EA6CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA7CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT1EAEXISTING GROUNDFINISHED GROUNDROWHOME 3(RH-3)ROWHOME 3 FINISH FLOORELEV: 4734.50SEE STRUCTURALROWHOME 3 (RH-3) FIRE SERVICESTA. 00+05 TO 00+43.44TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5' MIN. BURYOS&Y VALVESEE DETAIL 02660-13,SHEET C1-3254316725431670VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510SITE PLAN RC-2 05/2023 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021(MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECTSPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OFBOZEMAN WATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZEOF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE ORPROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTION TOCENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATEDBY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATEWITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED ANDMAINTAINED BE THE CITY OF BOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWOAND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCEWITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMANSTANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZINGMEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ONJOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMACORPORATION; OR APPROVED EQUAL FOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT,EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINS OR SERVICES) AND BENDS ON SERVICELINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLY PROHIBITED BY THE CITY OFBOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THE ENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS,SERVICE LINES, AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEENINCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE FOUR (4") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITYOF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR(4") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THEBUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUM OF200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVESHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS.CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATEFOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:*QUANTITIES IN TABLE ARE PROVIDED AS AN ESTIMATE OF ACTUAL CONSTRUCTION QUANTITIES. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING ACTUAL CONSTRUCTION QUANTITIES REQUIRED TO PERFORM THE WORK, COMPLETE.BOTTOM OF FLANGEELEV: 4736.00FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 4-INCH FIRE SERVE LINE.THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THISREQUIREMENT BASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATE AND PREPARING HYDRAULIC CALCULATIONS.