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HomeMy WebLinkAbout027 AM-1 FIRE SERVICE8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W12SD FS FS FS FS FS FS FS FS FS FS FS FS FS FS FSWSWSWSWSWSWSWSWSWSWSWSWSWSWS12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD12SD6SD6SD6SD6SD6SD6SD6SD6SD6SD6SD FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FS FSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS0+00 1+001+594720473047404750 47204730474047500+011+001+60STA 0+05.37ELEV=4726.828-IN WATERMAINSTA 0+07.00ELEV=4727.00STA 0+85.67ELEV=4727.00STA 1+49.74ELEV=4726.95STA 1+58.72ELEV=4727.0490° VERT. BEND W/THRUST BLOCKAM-1 FIRE SERVICECCFWEHC5-4SheetNumber:© 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 CLUBHOUSE(AM-1)FIRE SERVICE QUANTITY TABLEITEM NO.DESCRIPTIONESTIMATED QTY.UNIT16" CLASS 51 DUCTILE IRON FIRE SERVICE.150LF2CONNECT 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.2EA66" M.J. 90 DEG. BEND AND THRUST BLOCK.2EA7INSTALL 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+05.001134STA. 00+59.676STA. 00+85.676STA. 01+49.742STA. 00+05.004STA. 00+59.6766STA. 01+59.153STA. 01+59.1511EXISTINGGROUNDFINISHEDGROUND7CLUBHOUSE FINISH FLOORELEV: 4735.30SEE STRUCTURALCLUBHOUSE (AM-1) FIRE SERVICESTA. 00+05 TO 01+54.15TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING4 IN. CLASS 51 DIP AWWA C151CLASS 1 SYSTEMENSURE 6.5' MIN. BURY7STA. 00+07.00OS&Y VALVESEE DETAIL 02660-13,SHEET C1-384STA. 00+12.504STA. 00+12.500VERT. 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 OFCONSTRUCTION. NO MATERIAL CHANGES MAY BE MADE TO THIS PLAN WITHOUT THEAPPROVAL OF THE CITY OF BOZEMAN 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 SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURETO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN.4.DIMENSIONS SHOWN FOR PIPE LENGTHS ARE MEASURED FROM CENTER-OF-JUNCTIONTO CENTER-OF-JUNCTION FOR PAYMENT PURPOSES.5.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BEOPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. CONTRACTOR SHALLCOORDINATE WITH THE CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATERLINES OWNED AND MAINTAINED 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 INACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITY OFBOZEMAN STANDARD DRAWING NO. 02660-3.8.ALL FITTINGS REQUIRING THRUST BLOCKING, INCLUDING BENDS GREATER THAN TWENTYTWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE INSTALLED INCONFORMANCE WITH THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS AND CITYOF BOZEMAN STANDARD DRAWING NO. 02660-1.9.IN LIEU OF CONCRETE THRUST BLOCKS, THRUST RESTRAINT MAY BE PROVIDEDUTILIZING MEGALUG; UNI-FLANGE; MJ FIELD LOK SERIES DI; FIELD LOK 350 GASKETS FORPUSH-ON JOINTS, MANUFACTURED BY US PIPE; SIGMA ONE LOK SERIES SLD,MANUFACTURED BY SIGMA CORPORATION; OR APPROVED EQUAL FOR ALL FITTINGSTHAT REQUIRE THRUST RESTRAINT, EXCEPT FOR CUT-IN OR TAPPING TEES (FOR MAINSOR SERVICES) AND BENDS ON SERVICE LINES INSIDE BUILDING FOUNDATIONS, UNLESSSPECIFICALLY PROHIBITED BY THE CITY OF BOZEMAN. THE MECHANICAL RESTRAINTSSHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ATALL 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 OFEIGHTEEN INCHES (18") AND MAXIMUM OF TWENTY-FOUR INCHES (24") BELOW FINISHGRADE.11.THE FOUR (4") INCH FIRE SERVICE LINES SHALL BE INSTALLED IN ACCORDANCE WITH THECITY OF BOZEMAN FIRE SERVICE LINE STANDARDS. THIS PLAN IS FOR CONSTRUCTION OFTHE FOUR (4") INCH FIRE SERVICE LINE FROM THE PROPOSED WATER MAIN TO THE OS&YVALVE IN THE BUILDING.12.THE FIRE SERVICE LINE SHALL BE INSTALLED, CHLORINATED, AND TESTED TO A MINIMUMOF 200 PSI BY A SINGLE CONTRACTOR. OWNER OR OWNER'S AUTHORIZEDREPRESENTATIVE SHALL PROVIDE CONSTRUCTION OBSERVATION AND PREPARE THERECORD DRAWINGS. CONTRACTOR SHALL FILL OUT AND SUBMIT "CONTRACTOR'SMATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING".13.CONTRACTOR SHALL ADJUST ALL VALVE BOXES, CURB BOXES, AND MANHOLES TO FINALGRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLESDAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR SUBCONTRACTORSHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK WASINCIDENTAL TO THE PROJECT.GENERAL NOTES:899*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 390GALLONS 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.BOTTOM OF FLANGEELEV: 4736.80