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HomeMy WebLinkAbout025 FL-2, AM-3 FIRE SERVICE0+00 0+50 8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WW WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTA 0+05.00STA 0+49.86WSWSWSWSWSWSWSWSWSWSWSSTA 0+07.50 FS FS FS FS FS FS FS FS FS FS472047304740475047204730474047500+000+55STA 0+05.00ELEV=4728.098-IN WATER MAINSTA 0+07.50ELEV=4728.25STA 0+53.38ELEV=4728.2990° VERT. BEND W/THRUST BLOCK8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 18SD 18SD 18SD 18SD 18SDWSWSWSWSWSWSWS WSWSWSWSWSWSWSWS FS FS FS FS FS FS FS FS FS FS FS FS FS FSBP BP BP BP BP BF BF BF BF BF NG NG NG NG BP BP BP BP BP NGNGNGNGSTA 0+05.00STA 0+07.50STA 0+20.51STA 0+32.22STA 0+49.39STA 0+53.40STA 0+67.104720473047404720473047400+000+72STA 0+05.01ELEV=4724.358-IN WATER MAINSTA 0+07.50ELEV=4724.60STA 0+70.53ELEV=4724.6390° VERT. BEND W/THRUST BLOCKFL-2, AM-3 FIRESERVICECCFWEHC5-2SheetNumber:© 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 205.10.2023B1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 7TH EDITION DATED APRIL 2021 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. NOMATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THE APPROVAL OF THE CITY OF BOZEMANWATER/SEWER SUPERINTENDENT.3.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THEEXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATIONIS 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 OPERATED BYAUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH THE CITYENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BE THE CITY OFBOZEMAN.6.WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.7.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH THECITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO.02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTY TWO ANDONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDED UTILIZING MEGALUG;UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FOR PUSH-ON JOINTS, MANUFACTURED BYUS PIPE; SIGMA ONE LOK SERIES SLD, MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUALFOR ALL FITTINGS THAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESS SPECIFICALLYPROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTS SHALL BE INSTALLED INACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND AT ALL JOINTS AS SPECIFIED BY THEENGINEER.10.DETECTABLE WARNING TAPE SHALL BE INSTALLED, CENTERED OVER ALL WATER MAINS, SERVICE LINES,AND HYDRANT LEADS. TAPE SHALL BE INSTALLED A MINIMUM OF EIGHTEEN INCHES (18") AND MAXIMUMOF TWENTY-FOUR INCHES (24") BELOW FINISH GRADE.11.THE FOUR (4") AND SIX INCH (6") FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THECITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE FOUR (4")AND SIX INCH (6") 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 OF 200 PSI BY ASINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL PROVIDECONSTRUCTION OBSERVATION AND PREPARE THE RECORD DRAWINGS. CONTRACTOR SHALL FILL OUTAND SUBMIT "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPONCOMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBEDBY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.THIS WORK WAS INCIDENTAL TO THE PROJECT.GENERAL NOTES:N 25TH AVE FLAT 2(FL-2)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.45LF2CONNECT TO 8" x 6" TEE WITH A 6" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.2EA4SEWER MAIN CROSSING1EA5STORM MAIN CROSSING1EA64" CLASS 51 DUCTILE IRON FIRE SERVICE.62LF7CONNECT TO 8" x 4" TEE WITH A 4" DUCTILE IRON FIRE SERVICE.1EA8INSTALL 6" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA9INSTALL 4" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA10CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.2EA11CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.2EA12DRY UTILITY CROSSING4EA1123STA. 00+05.00STA. 00+49.86EXISTING GROUNDFINISHED GROUNDGEARGARAGE(AM-3)FINISHED GROUND4567STA. 00+05.00STA. 00+20.51STA. 00+32.22FLAT 2 FINISH FLOORELEVATION: 4736.10ENSURE 6.5' MIN. BURYFLAT 2 (FL-2) FIRE SERVICESTA. 00+05 TO 00+49.86TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEM89ENSURE 6.5' MIN. BURYGEAR GARAGE (AM-3) FIRE SERVICESTA. 00+05 TO 00+67TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEM1212STA. 00+49.39STA. 00+53.40GEAR GARAGE FINISH FLOORELEVATION: 4731.80OS&Y VALVESEE DETAIL 02660-13,SHEET C1-311STA. 00+67.10EXISTING GROUNDN 25TH AVE2831011794 51211103101161030VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510SITE PLAN RC-2 05/2023 FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 390 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 4-INCHFIRE SERVICE LINE AND 880 GALLONS PER MINUTE OF A 6-INCH FIRE SERVICE LINE. THEREFORE, THE INSTALLINGCONTRACTOR MUST PROVIDE AN ORIFICE SIZE OR MULTIPLE ORIFICES NECESSARY TO MEET THIS REQUIREMENTBASED ON THE CURRENT PARAMETERS OF THE SYSTEM.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW TEST DATA AND PREPARING HYDRAULIC CALCULATIONS.*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: 4737.60OS&Y VALVESEE DETAIL 02660-13,SHEET C1-3BOTTOM OF FLANGEELEV: 4733.30