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HomeMy WebLinkAboutUPS_Parcel Distribution Facility - Fire Line 2021-018-COR O Y A L W O L F W A YPGASGASGASGASGASGASGASugugugsssssssssswmwmwmwmwmwmwmwmststststS6°33'44"E 446.65' (R-446.51')######PROPOSED BUILDING35,100 SFFFE = 4596.00XXXSS SS SSSSSS1 + 0 0 2+ 0 0 3+003+30W S W S W S W S W S WSWSF F F F F F F FFCOMMBTBTBTBPBPBPBPGASGASGASWS20.00 MINFRONTSETBACK20.00PUE2.004580459046004580459046004594.11 4595.811+254594.01 4595.751+504593.85 4595.781+752+004593.75 4595.49 4593.75 4594.922+254593.74 4594.922+504593.31 4593.972+753+004593.21 4593.71 4593.383+256" D.I. 90° BEND(VERTICAL) WITHTHRUST BLOCK1' TO 2' A.F.F.6.5' MIN, 7.5' MAX EXISTING 8" D.I.WATER MAINEXISTING GROUND(APPROX)PROPOSED GROUND6" D.I. CLASS 51 FIRE LINER.O.W BOUNDARYPROPOSED GROUNDELEV.EXISTING GROUNDELEV. (APPROX.)EXTEND VALVEBOX TO FGEXISTING 6" FIRESERVICE LINE6" 90° BEND STA:2+17.80 ELEV:4587.91CONNECT TO EXISTING GATEVALVE. ELEVATION APPROXIMATE.CONTRACTOR TO VERIFY.EXTERIOR BLDG WALLEXISTING GASLINES. LOCATIONAND ELEVATIONSAPPROXIMATESANITARY SEWERLINE CROSSING. 18"MINIMUM SEPARATIONSANITARY SEWERLINE CROSSING.18" MINIMUMSEPARATIONOS&Y VALVE. SEE FIREPROTECTION PLANS.(4" D.I. CLASS 51 DOMESTICLINE IN JOINT TRENCH)DOMESTIC WATER AND FIRE SERVICELINES & FITTINGS TO BE ENCASEDWITH V-BIO ENHANCED POLYETHYLENEENCASEMENT.F F F COMMCOMMBTBTBTBTBTBPBPBPBPGASGASGASWSWSWSWS2.25 2.422.40 2.6310.283.0011.83 DRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®PARCEL DISTRIBUTION FACILITY UPS BOZEMAN, MONTANA 4625 ROYAL WOLF WAY, BOZEMAN, MT 59718RECORD DRAWING06-30-20232021Know what'sbelow.Callbefore you dig.7/5/2023 4:27 PM | L:\UPS_BOZEMAN\BIMCAD\Civil\UPS_BZMN_C301_record drawing.dwgC301WATER LINEPLAN &PROFILESSCHLEGELWHITE1C301FIRE & DOMESTIC LINE PLANNORTH0102040SCALE: 1" = 20'2C301FIRE LINE PROFILEHORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 4'HYDRANT LOCATION: NORTH SIDE OF ROYAL WOLF WAYSTATIC PRESSURE: 48 PSIPITOT PRESSURE: 38 PSI WITH 1,010 GPM FLOWING ON 2.5" NOZZLEWATER SUPPLY INFORMATIONCITY OF BOZEMAN WATER DEPT.BY:DATE: 1/13/2021RESIDUAL PRESSURE: 38 PSIFIRE SYSTEM BACKFLOW CLASSIFICATIONTHIS IS A CLASS II BACKFLOW PREVENTION SYSTEM, WITH A DIRECTCONNECTION FROM A PUBLIC WATER MAIN ONLY WITH A BOOSTERPUMP INSTALLED ON THE SUPPLY LINE; NO PHYSICAL CONNECTIONSFROM OTHER WATER SUPPLIES; NO ANTIFREEZE OR OTHER ADDITIVESOF ANY KIND; ALL SPRINKLER DRAINS DISCHARGING TO THEATMOSPHERE, OR OTHER SAFE OUTLETS. THIS SYSTEM REQUIRES A 6"DOUBLE CHECK VALVE.FIRE LINE GENERAL NOTESALL PIPES TO BE CENTERED ON THRUST BLOCKS. CONTRACTOR SHALLBE RESPONSIBLE FOR CONSTRUCTING ADEQUATE THRUST IN ALLPIPING INSTALLATION. CONCRETE THRUST BLOCKING TO BE POUREDAGAINST UNDISTURBED EARTH.KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES.SEE FIRE PROTECTION PLAN FOR CONTINUATION WITHIN BUILDING.PIPE SHALL BE INSTALLED PER DETAIL 1/C403, JOINT TRENCH WITHDOMESTIC WATER LINE WHERE APPLICABLE.UNLESS NOTED OTHERWISE, CONTRACTOR TO PROVIDE ALL NECESSARYSTREET SAWCUTTING, EXCAVATION, BACKFILL, AND SURFACE RESTORATIONAS WELL AS ANY OTHER ASSOCIATED COSTS.THE CONTRACTOR SHALL RELOCATE UTILITIES AS REQUIRED.THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE COMPILEDFROM AVAILABLE RECORDS AND FIELD SURVEYS. THE ENGINEER DOES NOTGUARANTEE THE ACCURACY NOR COMPLETENESS OF THESE SHOWN UTILITIES.ALL WATER MAIN TRENCHING, BEDDING/BACKFILL, TESTING AND DISINFECTIONSHALL BE PREFORMED TO THE CURRENT CITY OF BOZEMAN STANDARDS ANDTHE CURRENT MONTANA PUBLIC WORKS STANDARDS.NOTIFY THE ENGINEER A MINIMUM OF 7 DAYS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, ANDSPOOL PIECES TO CONNECT NEW UTILITIES TO EXISTING UTILITIES. THESEPLANS MAY NOT SHOW ALL OF THE REQUIRED COMPONENTS FOR MAKING THECONNECTIONS.THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPEWALL TO OUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THEHORIZONTAL PLANE BETWEEN ALL WATER AND SEWER/STORM MAINS.ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OFVERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER/STORMMAINS THAT CROSS.LOCATIONS OF FITTINGS, BENDS, VALVES AND OTHER APPURTENANCES AREAPPROXIMATE. CARE SHALL BE TAKEN TO AVOID PLACING VALVES IN GUTTERS.PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES.ALL MECHANICAL JOINT FITTINGS TO BE THRUST BLOCKED MEETING THE CITYOF BOZEMAN STANDARDS. MEGALUGS OR OTHER RESTRAINTS SHALL BEDESIGNED TO MEET MANUFACTURER'S RECOMMENDATION FOR INSTALLATION.ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN POLYWRAP.ALL CONSTRUCTION WILL CONFORM TO MPWSS, (LATEST) EDITION, AND COBMODIFICATIONS TO MPWSS.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN WATERSUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF24-HOURS PRIOR TO BEGINNING ANY WORK.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTINGCONNECTIONS.NOTESFIRE RISER PERCITY OF BOZEMANSTANDARDS.CONTRACTOR SHALL COORDINATE ALL WATER LINE INSPECTIONS ANDTESTING WITH ENGINEER, CITY OF BOZEMAN WATER DEPARTMENT, ANDCITY FIRE DEPARTMENT. ALL TESTS SHALL BE CONDUCTED PER NFPA 24.FAILED TESTS SHALL BE REPEATED UNTIL PASSED AT THE CONTRACTOR'SEXPENSE INCLUDING REIMBURSED TIME FOR ENGINEERING OBSERVATION.CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND OPERATING ALLTESTING EQUIPMENT REQUIRED.INSTALLATION OBSERVATIONCONTRACTOR SHALL COORDINATE WITH ENGINEER FOR WATER LINEINSTALLATION OBSERVATION. CONTACT ENGINEER, CITY OF BOZEMAN, ANDFIRE DEPARTMENT FOR INSPECTION OF THRUST BLOCKS PRIOR TOBACKFILLING.WATER LINE DISINFECTIONCONTRACTOR SHALL CONTACT CITY OF BOZEMAN WATER DEPARTMENTFOR TARGET CHLORINE CONCENTRATION LEVELS FOR FIRE LINEDISINFECTION. WATER LINES SHALL BE DISINFECTED FOR MINIMUM 24HOURS.WATER LINE PRESSURE TESTINGCONTRACTOR SHALL CONDUCT PRESSURE TESTING ON INSTALLED WATERLINES AT 200 PSI AFTER WATER LINES HAVE BEEN BACKFILLED.FLUSHING REQUIREMENTSHYPER CHLORINATED WATER FROM WATER LINE DISINFECTION SHALL BEREMOVED FROM THE LINE AND PROPERLY HAULED OFFSITE FOR PROPERDISPOSAL.WATER LINES SHALL BE FLUSHED IN ACCORDANCE WITH NFPA24 SECTION10.10.2.1. 390 GPM FOR 4" WATER LINES, 880 GPM FOR 6" WATER LINES, AND1,560 GPM FOR 8" WATER LINES IS REQUIRED FOR FLUSHING ANDCONTRACTOR SHALL BE RESPONSIBLE FOR MEASURING FLOWRATE.BACTERIA TESTINGWATER LINES MUST PASS TWO CONSECUTIVE BACTERIA TESTS PRIOR TOACCEPTANCE. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THESAMPLING BOTTLES, COLLECTING THE WATER SAMPLES, AND SUPPLYING ALOCAL WATER LAB FOR TESTING.WATER LINE INSPECTION AND TESTINGEXISTING 6" GATE VALVEEXISTING 4" GATE VALVE4" D.I. 45° BEND W/THRUST BLOCK6" D.I. 45° BENDW/ THRUST BLOCK2" TYPE K COPPER DOMESTICWATER RISER PER CITY OFBOZEMAN STANDARDS.FDCWESTERLY EDGE OF100' YELLOWSTONEPIPELINE R.O.W4" TO 2" TRANSITION. SEEDETAIL 6/C4033C301MECHICAL ROOM DETAILNORTH02.5510SCALE: 1" = 5'FIRE RISER PERCITY OF BOZEMANSTANDARDS.SEE DETAIL 5/C403.2" TYPE K COPPER DOMESTICWATER RISER PER CITY OFBOZEMAN STANDARDS.SEE DETAIL 4/C403.28.57MECHANICAL ROOM.SEE ENLARGEDVIEW 3/C301.2" WATER SERVICE LAYLENGTH (APPROX 4.67').REFER TO PLUMBINGDRAWINGS .FIRE LINE LAYLENGTH WITH FIREPUMP. SEE FIREPROTECTION PLANS6' 2"22.5 DegreeVertical Bend &Thrust Block4589.04 THE PURPOSE OF THESE RECORD DRAWINGS IS TO SHOW THE WATERUTILITIES WERE COMPLETED IN SUBSTANTIAL ACCORDANCE WITHPLANS AND SPECIFICATIONS APPROVED BY THE GOVERNING AGENCIES.OBSERVED FIELD MODIFICATIONS ARE NOTED WITHIN AND WERE DUETO EXISTING UNFORESEEN CONDITIONS. NO SUBSTANTIAL DEVIATIONSFROM THE APPLICABLE DESIGN STANDARDS OTHER THAN THOSEPREVIOUSLY APPROVED BY CITY OF BOZEMAN. THESE RECORDDRAWINGS WERE PREPARED, IN PART, BASED UPON INFORMATIONPROVIDED BY THE GENERAL CONTRACTOR AND FIELD OBSERVATIONS.RECORD DRAWINGS