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HomeMy WebLinkAbout026 FL-3 FIRE SERVICE8W 8W 8W 8W 8W 8W 8W 8W18SD18SD18SD18SD18SD18SD 18SD SS SS SS SS SS SS SS 8SD 8SD 8SD 8SD 8SDW6W6W6W6W6W6W6W6WWW0+00 1+00 1+32PI: 1+05.06WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS WS WS WS WS WS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FSSTA 0+05.00STA 0+07.50STA 0+30.08STA 0+42.75STA 0+68.75STA 0+89.87STA 1+05.06STA 1+31.52472047304740475047204730474047500+001+001+37STA 1+35.04ELEV=4732.8890° VERT. BEND W/THRUST BLOCKSTA 0+05.00ELEV=4727.508-IN WATER MAINSTA 0+07.50ELEV=4727.66STA 0+42.75ELEV=4727.66STA 0+68.75ELEV=4732.88STA 1+05.06ELEV=4732.79FL-3 FIRE SERVICECCFWEHC5-3SheetNumber:© 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 FLAT 3(FL-3)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.122LF2CONNECT TO 8" x 6" TEE WITH A 6" DUCTILE IRON FIRE SERVICE.1EA3INSTALL FIRE SERVICE LINE PER COB STD. DRAWING 02660-12.1EA4STORM DRAIN CROSSING.2EA56" M.J. 11.25 DEG. BEND2EA66" M.J. 90 DEG. BEND AND THRUST BLOCK.1EA7INSTALL 6" MJ GATE VALVE WITH ROAD BOX AND THRUST BLOCK.1EA8CONTRACTOR TO TAKE TO +/- 5' FROM BUILDING. LICENSED PLUMBER SHALLCOMPLETE BUILDING CONNECTION.1EA9CONTRACTOR TO INSTALL TRENCH PLUG AT BUILDING FOUNDATION PERGEOTECHNICAL REPORT.1EA2STA. 00+05.005514STA. 00+30.084STA. 00+89.8763STA. 01+31.52EXISTING GROUNDFINISHED GROUNDFLAT 3 FINISH FLOORELEV: 4740.80SEE STURUCTURALFLAT 3 (FL-3) FIRE SERVICESTA. 00+05 TO 01+31.52TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING6 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5' MIN. BURY7OS&Y VALVESEE DETAIL 02660-13,SHEET C1-312745546389891.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 SIX INCH (6") FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF BOZEMANFIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OF THE SIX INCH (6") FIRE SERVICELINE FROM THE PROPOSED WATER MAIN TO THE OS&Y VALVE IN THE BUILDING.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:0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET2.555102.55510SITE PLAN RC-2 05/2023 BOTTOM OF FLANGEELEV: 4741.30*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.FLUSHING REQUIREMENTS:1.ACCORDING TO THE NFPA 24, A FLOW RATE OF 880 GALLONS PER MINUTE IS REQUIRED FOR FLUSHING OF A 6-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.