Loading...
HomeMy WebLinkAbout021 C5.5 DETAILS - WATERMJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS.11METER &STRAINERSPOOLSPOOLBACKFLOWPREVENTIONASSEMBLYPRESSUREREDUCINGVALVENO FITTINGS BETWEENMETER AND BACKFLOWPREVENTION ASSEMBLY2' MIN CLEARTO OTHERMECHANICAL LINESINSTALLVALVEWITH STEMPARALLELTO WALLOS&YVALVE90°BENDPLAN VIEW2234NOTES:1.STANDPIPE FLANGE TO BE ONE FOOT (1') MINIMUM TO INTERIOR WALL AND TWO FOOT (2')MAXIMUM TO EXTERIOR WALL.2.A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUN PIPE IS REQUIRED UPSTREAM ANDDOWNSTREAM OF THE METER / STRAINER ASSEMBLY.3.METER MUST BE INSTALLED HORIZONTAL. STRAINER IS REQUIRED.4.BACKFLOW PREVENTION ASSEMBLIES MUST BE UL OR FM LISTED AND APPROVED BY USCFCCCHR.5.ALL PIPE SHALL BE DUCTILE IRON UP TO PRESSURE REDUCING VALVE."C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGE TO BE THREADED ON STANDPIPE,MJ TO FLANGE ADAPTERS NOT ACCEPTABLE(TYPICAL FOR ALL RISER CONFIGURATIONS)3/4" MIN. REDI ROD, INSTALLED IN EVERY OTHERAVAILABLE MJ BOLT HOLES (TYP) -5/8" RODS ACCEPTABLE FOR 4" LINESFLOORBACKFLOW PREVENTION ASSEMBLYREQUIRED BACKFLOW PREVENTIONDEVICE TO BE DETERMINED BYWATER SUPERINTENDENTMETER SIZED SAMEAS INCOMING LINE,NO EXCEPTIONS4" OR LARGER CLASS 51DUCTILE IRON PIPE (TYP)MECHANICALJOINTMAINTAPPING TEE & VALVE, ORINSTALL VALVE AT PROPERTYLINE (TYPICAL FOR ALLRISER CONFIGURATIONS)THRUSTBLOCKNO PRESSURE GAUGES ORPRESSURE GAUGE FITTINGSWILL BE ALLOWED ON THE TESTPORTS OF ANY BACKFLOWPREVENTION ASSEMBLY.***A MINIMUM OF FOUR (4) PIPEDIAMETERS OF STRAIGHT RUNPIPE IS REQUIRED UPSTREAMAND DOWNSTREAM OF THEMETER / STRAINER ASSEMBLY90° BEND WITH THRUST BLOCKFLANGEDOS&YVALVE1' MIN TO 2' MAXABOVE FINISHED FLOORFLANGEDOS&YVALVEPROVIDE FLEXIBLE,WATER-TIGHT CONNECTIONFOR ALL WALL OR FLOORPIPE PENETRATIONS.MECHANICALJOINT90° BEND WITHTHRUST BLOCKFLOORFLANGEDOS&Y VALVE1' MIN TO 2' MAX2' MIN TO 3' MAXCLEARANCE ABOVEFINISHED FLOORCOATED STEELWALL PLATE,5/16" MINIMUMTHICKNESSCITY OF BOZEMAN REQUIREMENTSFOR INSTALLATION OFBACKFLOW PREVENTION ASSEMBLY1.THE FIRST FITTING INSIDE OF THE BUILDING SHALL BE A ULLISTED FLANGED KENNEDY OR MUELLER OS&Y VALVE THESAME SIZE AS THE SERVICE LINE. COMBINATION STRAINER /METER IMMEDIATELY FOLLOWING OS&Y VALVE - METERMUST SET HORIZONTAL.2.ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE:A.UL OR FM LISTED.B.APPROVED BY THE UNIVERSITY OF SOUTHERNCALIFORNIA FOUNDATION FOR CROSS CONNECTIONCONTROL AND HYDRAULIC RESEARCH (USCFCCCHR)FOR OPERATION IN THE PROPOSED POSITION (VERTICALOR HORIZONTAL) AS SHOWN ON APPROVED PLANS.C.INSTALLED AS SHOWN ON THE APPROVED PLANS.3.HORIZONTAL INSTALLATIONS MUST BE A MINIMUM OF TWOFEET (2') AND MAXIMUM OF THREE FEET (3') ABOVE THEFINISHED FLOOR.4.THE SERVICE RISER MUST BE A MINIMUM OF TWO FEET (2')FROM ANY OUTSIDE WALL.5.THE INCOMING SERVICE LINE SHALL BE A MINIMUM OF 6.5'AND A MAXIMUM OF 7.5' BELOW THE FINISHED GRADE.6.ALL SERVICE LINE APPURTENANCES SHALL HAVE A MINIMUMPRESSURE RATING OF 175 PSI.7.ALL SERVICE LINES FOUR INCHES (4") AND LARGER SHALL BECLASS 51 DUCTILE IRON PIPE.8.LINE SIZING: THE BACKFLOW PREVENTION ASSEMBLY ANDMETER SHALL BE EQUAL IN SIZE TO BOTH THE INCOMINGPIPE DIAMETER (UPSTREAM) AND OUTGOING PIPE DIAMETER(DOWNSTREAM). FOR EXAMPLE, A FOUR INCH (4") SERVICELINE SHALL HAVE A FOUR INCH (4") METER AND BACKFLOWPREVENTION ASSEMBLY.9.A MINIMUM OF FOUR (4) PIPE DIAMETERS OF STRAIGHT RUNPIPE IS REQUIRED UPSTREAM AND DOWNSTREAM OF THEMETER / STRAINER ASSEMBLY.issue dateproject #phasesheet project ownerrevisiondate2/24/2022 1:56:20 PM C5.5DETAILS - WATER 21087.00UDC SITESUBMISSIONAURORA TECHNOLOGIES INNOVATION CAMPUS PARTNERS N:\5755\008-Aurora\ACAD\Sheets\5755.008-C5.X-Details.dwg NOT TO SCALETYPICAL VALVE / TEE RESTRAINT DETAIL02660-10NOT TO SCALETHRUST BLOCKING FOR WATER MAIN VALVES DETAIL02660-3NOT TO SCALEWATER SERVICE LINE DETAIL - FOR SIZES 4" AND LARGER02660-12NOT TO SCALETYPICAL RISER CONFIGURATION -4" AND LARGER DOMESTIC SERVICE02660-12Aengineers surveyors planners scientists MorrisonMaierle 03/25/20221 6/15/2203.25.2022