HomeMy WebLinkAbout003 - G-3 - GEN NOTES & ABBREV GENERAL NOTES: GENERAL UTILITY NOTES: AB B R EV I AT I O N S
1. STANDARDSYMBOLSANDLINETVPESARESMOWNINTHELEGEND.SOMESVMBOLSORLINETVPESSHOWNMAVNOTBESMOWNONTHEPLANS. 1. THELOCATION,�EPTH,AN�SIZEOFEXISTINGUTILITIESSHOWNONTHESEPLANSISAPPROXIMATE.THECOMRACTORSHALLFlEL�VERIFVTHEEXISTENCE,
2. INGENERAL,EXISTINGSTRUCTURESAN�FACILITIESARENOTE�AS"EXISTING"AN�ARESHOWNINLIGHTLINEWEIGHTSORASSCREENEDBACKGROUN�. LOCATION.DEPTH,SIZE,LINE,ANDGRA�EOFE%ISTINGUTILITVCONNECTIONSPRIORTOCONSTRIICTION.THECONTRACTORSHALLBESOLELVRE5PON51BLE
NEWSTRUCTURESORFACILITIESARESHOWNINHEAWLINEWEIGHTSAN�EMPHASIZE�FORINDNI�l1ALDRAWINGPl1RPO5E5. FORANVDAMAGETOTHEEXISTINGFACILITIES�UETOFAILURETOLOCATEORPROVIDEPROPERPROTECTIONWHENLOCATIONISKNOWN. /jg ANCHORBOLT FC FLEXIBLECOUPLING PNL PANEL
2 �ocnnoNOFsiTEununEssHnueEVEaiFiEoevcENEan�coNTancroanNOTHEunuTvcoManNvaaoviowcsEavicE.nNvaaoaoSEono�uSTMENTs ABDN ABANDON FCA FLANGECOUPLINGADAPTER PRCST PRECAST
CONSTRUCTIONNOTES: rooevuTwrv�ocnnoNsnnueecooaoiNnreowirnuTwrvcoManwes. ABV ABOVE FD FLOORDRAIN PREFAB PREFABRICATED
1. ALLIMPROVEMENTSONTHISPROJECTSHALLBECOMPLETEDINACCORDANCEWITHTHEMONTANAPUBLICWORKSSTANDARDSPECIFICATIONS.CURRENT 3. PRIORTOPROVIDINGSUBMITTALSFORANVNEWPIPETHATISTOCONNECTTOANEXISTINGPIPEORSTRUCTURE,THECONTRACTORSHALLEXPOSETHE
eoinoN(MPwss�;rnecitvoFaozeMaNMooiFicnnoNSTomeMawss;coeoesicNSTnNonRosnNosPeaFicnrioNs;nNomePRaecr exisrwcPiPeoesrRucruRetoveaiwirsexnct�ocnnoN,srze,mnteein�s,wveRte�evnnons,nNocanoe. AC ASPHALTICWNCRETE,ALTERNATINGCURRENT FDN FOUNDATION PRELIM PRELIMINARY
sPeaFicnnoNs. a. rnecoNTRnctoRsnnuNonwrneMONrnNnoNecnuceNtee@aiioe�eoo�ssve3aaFORon�-siteurwiv�ocnnoN.nuKNowNexisnNcununes ADDL ADDITIONAL F.EXT FIREEXTINGUISHER PREP PREPARE,PREPARATION
2. CONTRACTORSHALLCOMPLVWITHALLAPPLICABLE�IVISIONOFIN�USTRIALREGIILATI0N5�O5HA�5AFETYSTAN�AR�S.IFRE0l1E5TEDBYTHEINSPECTOR. SHALLBEMARKEDBEFOREDIGGING.CONTRACTORSHALLBEREOUIREDTOREFRESHONECALLLOCATESASREOl11REDBVSTATELAW. ADJ ADJACENT,ADJUST FF FINISHEDFLOOR PROP PROPERN
THECONTRACTORSHALLPROVIDEPROOFOFAPERMITFROMSAI��IVISION. � 5. SRETOBEROUGHGRADEDPRIORTOINSTALLATIONOFUTILITIESTOASSURE60FEET(]21NCHES�OFMINIMIIMCOVERONBURIE�FORCEMAINPIPINGOR /aDPTR ADAPTER FG FINISHGRADE PRV PRESSUREREDUCINGVALVE
DEEPER AS SPECIFIED.IF 6 0 FEET OF MINIMUM COVER CANNOT BE OBTAINE�.INSIILATION OF PIPING SHALL BE REpl11RED.INSULATION SHALL BE REpl11RE�IF
3. THECONTRACTOR'SOPERATIONSSHALLBECONFINEDWITHINTHEPROJECTLIMRS.MATERIALSANDEpl11PMENTSHALLBESTORE�ONTHEPROJECT5ITE "OPENAIRFACILITIES"�1.E.,STORMDRAIN,IRRIGATIONCULVERTS)CROSSMAINSPERTHENPICALDETAILINCLUDED. AFF ABOVEFINISHEDFLOOR FL FLOOR,FLOW PS PRESSURESWITCH,PIPESUPPORT
wHEaEnPPRovEoevrHEowNEaoawirwNOEoicnrEo�ocnnoNswiTHTEMvoanavcoNSTaucnoNEnsErnENTs.irsr+n��eEUNOEasT000THnTrHE s. TRncERwiaEisaEouiREOToeEiNSTnuEon�oNceuaiEOFoacEMnwsnNOTERMiNnTEonsaEouiaEoevTHEciTvoFeozEMnN AHR ANCHOR FLEX FLEXIBLE PT POINT,POINTOFTANGENCY
RESPONSIBILITY FOR PROTECTION AN�SAFEKEEPING OF E�UIPMENT AND MATERIALS ON OR NEAR THE SITE WILL 6E ENTIRELV THAT OF THE CONTRACTOR
nNornnrNocu�iMsnnuaeMnoencnwsrineowNeRevRensoNOFnNvnctoFnNeMa�oveeoRraesPnssea. �. cENERA�comTRncroRSHnuHnvEAavRovA�oFAL�covERNINCACENaESHAviNCJuaisoicnoNovERANvuiluTvsvSTEMpRIoaTOWSTALLnnoN. ALUM ALUMINUM RG RANGE PVC POLYVINYLCHLORIDE
4. CONTRACTORSHALLVERIFYE%ISTINGCON�ITIONSPRIORTOCONSTRUCTION.ANVDISCREPANCIESFOIINDARETOBEBROUGHTTOTHEENGINEER'S 8. ANVEXISTINGORNEWVALVESWHICHCONTROLTHECITYOFBOZEMAN'SWATERSUPPLYSHALLBEOPERATED6YCOBPERSONNELONLV. ALT ALTERNATE FLL FLOW LINE PVMT PAVEMENT
nTTENnoNaaioRTOCornMEUCEMENTORCONnuUnnoNOFCONSTaUCnoNnCrivinES. s. mECONTRnCrORSnnuNonFVTnEwnrEROEPaaTMENTnMiNiMUMOFza-noua5aRi0RtoeEGwNwGnNvwoarc. ANSI AMERICANNATIONALSTANDARDSINSTITUTE FIN. FINISH RAD RADIUS
5. REFERENCEALLSURVEYMONUMENTS.SECTIONCORNER5,1I4CORNERS,ANOPROPERTVCORNERSPRIORTOBEINGDISTURBEDBYCONSTRUCTION.ANY 10. SEWERAN�WATERCONNECTIONSTOBUILDINGSSHALLBEPERFORME�BYALICENSE�PLUMBER. APPROX APPROXIMATE FLR FLOOR RC REINFORCEDCONCRETE
MONUMENTSANDCORNERSDISTURBED�URINGCONSTRUCTIONSHALLBEREPLACEDBYAPROFESSIONALLANDSURVEVOR�PLS�REGISTEREDINTHESTATE 11. GENERALCONTRACTORWILLBERESPONSIBLEFORALLTAPANpTIE�INFEESRE�UIRED,ASWELLASTHECOSTOFUNDERGROUNDSERVICECONNECT10NST0
oFMONinNn. rneeui�omc. APVD APPROVED FO FIBEROPTIC RCP REWFORCED-CONCRETEPIPE
6. APRE-CONSTRIICTIONMEETING�ASREpUIRE��SHALLBEHELDWITHTHEGENERALCONTRACTOR,51TE5UBCONTRACTOR,CINOFBOZEMAN,OWNER, 12. ALLGRAVITVSANITARVSEWERMAINPIPINGSHALLBESOR35PVCINACCOR�ANCEWITHASTM03034,UNLESSOTHERWISENOTED.SANITARYSEWER ARCH ARCHITECTURE,ARCHITECTURAL FOC FACEOFCONCRETE RD ROAD,ROOFDRAIN
MoaRisou�mniEa�E,iNc.,nNonNvorHEa�uRisoicTioNn�ncENciEsaRioaTOTHESTnRTOFcoNSTaucnoN. sERvicEssnnuaEsoazsiNnccoRonNCEwitnnsrMo3osa. ASPH ASPHALT FRP FIBERGLASSREINFORCEDPLASTIC RDCR REDUCER
�. THEcoNTancroasHnuNonFVTHEENciNEEanNorHEciTv,couNrv,nNoioasTnTEiNSPECToaaaHouRsaaioaTocoMMENauccousraucnoNnNo �3. oiMENsioNssnowNnRETocENrERUNEOFaiaEORFinwc. AVG AVERAGE FSTL FABRICATEOSTEEL REBAR REINFORCEMENTBAR
2JHOURSINADVANCEOFSPECIFICINSPECTIONNEEDSDURINGTHECOURSEOFTHEWORK.ALLWORKSHALLBEPERFORMEDDURINGNORMALWORKING 14. THE�ISPLAYE�PIPELENGTHINPLANBPROFILEDRAWINGSREFLECTSTHE�ISTANCEFROMINSI�E-E�GE-0E-MANHOLETOINSIDE-E�GEOF-MANHOLEONALL AT FT FOOT,FEET REF REFERENCE
HOURSAN�SUBJECTTOTHEAVAILABILITYOFANINSPECTORANDAPPROVEDBVTMEENGINEER.THECONTRACTORWILLBEBILLE�FORSAIDINSPECTION GRAVITYPIPING.THEPIPEGRADESSHOWNARECALCIILATE�FROMACTUALDISTANCES. C�
SERVICESASPROVI�EDINTHEMOSTRECENTLVA�OPTE�FEESFORSIICHSERVICES. 15. CONTRACTORSHALLLAVGRAVITVAN�PRESSUREPIPEATl1NIFORMGRADEBETWEENIN�ICATEDELEVATI0NP01NTS. BD BOARD FTG FOOTING,FITTING REINF REINFORCE,REINFORCING
0. THECONTRACTORSHALLPERFORMALLCONSTRIICTIONACTIVITIE5INAMANNERTOMINIMIZEINCONVENIENCETOADJACENTBlI51NES5E5. 16. SIZEOFFITTINGSSHOWNONDRAWINGSSHALLCORRESPON�TOA�JACENTSTRAIGHTRIINOFPIPE,l1NLE550THERWISEINDICATE�.TYPE0FJ01NTAND BETW BETWEEN FTOF FACETOFACE RELOC RELOCATE,RELOCATION
9. THECONTRACTORSHALLBERESPONSIBLEFORPROTECTINGALLPIIBLICAN�PRIVATEPROPERTYIN50FARASITMAVBEAFFECTEDBYTHE5E0PERATIONS, FITTINGMATERIALSHALLBETHESAMEASSHOWNFORADJACENTSTRAIGHTRUNOFPIPE. BF BOTTOMFACE GA GAGE,GAUGE REQD REQUIRED
n��CoStSFoapaOTECTING,REMowNG,ANoaeSToawGExiSTwGiMvaovEMENrSSHq�LBEBoameSo�ELVBVTHECONrRACTOR. n. THRuSTe�oCnSnRENOTGen�eanuvSHowNomTHEoapWiNGS.auFiTTINGS,waUoiNGBeNOSeoUA�TooaGaenTeerHnme�evEmpNDONE-ounRTea gLDG BUILDING GAL GALLON RST REWFORCINGSTEEL
10. THECONTRACTORSHALLATALLTIMESTAKEWHATEVERMEASURESARENECESSARYTOASSURETHEPROPERCONTAINMENTANDOISPOSALOFPOLLUTANTS DEGREES(11.25"),TEES,ANOPLUGS,SHALLBEMECHANICALLYRESTRAINEOAN�HAVEBELLRESTRAINTSWITHINTHEDISTANCESHOWNONTHEINCLUOE�
JOINTRESTRAINTTABLE.CONTRACTORMAVELECTTOINSTALLTMRUSTBLOCKSINCONFORMANCEWITHMPWSSAN�THECRYOFBOZEMANMO�IFICATIONS BLK BLOCK GALV GALVANIZED RNV RIGHT-OF-WAY
ON THE SITE IN ACCOR�ANCE WITH ANV AN�ALL APPLICABLE LOCAL,STATE.AN�FE�ERAL REGIILATI0N5. TO THE MPWSS IF APPROVE�IN A�VANCE BY THE ENGINEER.
BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY
11. THECOMRACTORSHALLIMMEDIATELVCLEANUPANYCONSTRUCTIONMATERIALSINADVERTENTLV�EPOSITEDONEXISTINGSTREETS,SI�EWALKS,OR �g, ALLVALVESSHALLBEMECHANICALLYRESTRAINE�AN�HAVEBELLRESTRAINTSWITHINTHEDISTANCESHOWNONTHEINCLU�EDJOINTRESTRAINTTABLE. BM BEAM,BENCHMARK GND GROUND SCHED SCHEDULE
OTHER PIIBLIC RIGHTS�OF-WAV AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE EN�OF EACH WORKING DAV. ALTERNATIVELY,VALVES MAV BE INSTALLEO WITH THRUST BLOCKING.VALVE 80%ES SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF BOZEMAN STANOAROS
12. CONSTRIICTIONWORKZONETRAFFICSIGN55HALLBEFIIRNISHED,INSTALLED.ANDMAINTAINE�INACCOR�ANCEWITHAPPLICABLEREpl11REMENT50FTHE ANDMPWSS. BOT BOTTOM GRTG GRATING SDWK SIDEWALK
REGULATORVAGENCIESHAVWGJURISOICTION.ATRAFFlCCONTROLPLAN,PREPAREDBVTHECONTRACTOR,MAVBERE�UIREDBYTHECITVORSTATE. 19. VALVEBOXESARERE�UIREDFORALLVALVESINBURIEDFORMAINSANDSERVICES. BRG BEARING GSKT GASKET SECT SECTION
°coNsrRucnoNnnEno°wnRNwcsicNsnREroroeEwsTnuEoa�oNcno�ncENTaonosoRORivEwnvs.F�nsnERswimcnuTioNtaaEnREroeE zo. REFEaTosui�owca�nNFORcooRowanoNOFSEwEa,00MEsnc,FiaE,RooFORniN�nsnaaucne�E�,alloiRRicanoNcoNNEcnoNs. BRKT BRACKET GSP GALVANIZEDSTEELPIPE SHT SHEET
INSTALLE�WHEREANVCONSTRUCTIONACTIVITYCROSSESASIDEWALKORPE�ESTRIANPATHINACCOR�ANCEWITHTHESPECIFICATIONSAN�ANYORALL Z�, GENERALCONTRACTORSHALLINSTALLCONDUITSBENEATHROA�WAVSFORDRYUTILITIES�NATURALGAS.POWER,CABLE,PHONE.ETC)ANOINOTHER
�oCn�aeGU�nnoNa � CHAN CHANNEL GVL GRAVEL SIM SIMILAR
AREASSHOWNONTHEPLANS.DRVUTILITIESARETOBEINSTALLEDASNOTEDINAGREEMENT�S)WITHTHEUTILIiVCOMPANVORCOMPANIES.
13. AREASONTHESITET08EGRADE�SHALLBECLEAREDANOGRUBBEDOFALLVEGETATIONANDOEBRIS.THESEMATERIALSSHALLBEREMOVEDFROMTHE 22, THECONTRACTORSHALLADJUSTALLNEWAN�EXISTINGVALVEBOXES,CURBBOXES,AN�MANHOLESTOFINALGRA�EUPONCOMPLETIONOFALL CHK CHECK GWB GYPSUM WALLBOARD SLP SLOPE
SITE9YTHECONTRACTOR. CONSTRUCTION.ANYBOXESORMANHOLES�AMAGE�OROTHERWISE�ISTURBEDBYTHECONTRACTORORANVSUBCONTRACTORSHALLBEREPAIRE�AT CI CASTIRON HAS HEADEDANCHORSTUD SP SPACE,SPACED
14. SURFACESOILSWITHINTHEPROJECTLIMITSCONTAININGROOTSANDORGANICMATTERSMALLBESTRIPPE�DOWNANDSTOCKPILE�ORDISCARDEDAS THEE%PENSEOFTHECONTRACTOR.THISWORKSHALLBEINCI�ENTALTOTHEPROJECT.SEPARATEPAYMENTWILLNOTBEMA�E. CIMJ CAST-IRONPIPEMECHANICALJOINT HB HOSEBIB SPEC SPECIFICATION
�IRECTE�BVTHEOWNERORENGINEER.�EEPERSTRIPPINGWHEREREOl11REDTOREMOVEWEAK501L50RACClIMULATI0N50RORGANICMATTER,SHALL 23. GENERALCONTRACTORWILLBERESPONSIBLEFORALLELECTRICALPERMITS/FEES. CIP CAST-IRONPIPEFLANGEDJOINT HD HUBDRAIN SPA,SPG SPACING
BE PERFORMED WHEN�ETERMINE�BV THE ENGINEER OR OWNER'S AIITHORIZE�REPRESENTATIVE.STRIPPING SHALL BE REMOVED FROM THE SITE OR
STOCrccI�EOATA�oCnnoNDESIGmqTEDBVTHEOwNER. CIPC CAST-IN-PLACECONCRETE HDW HARDWARE SPRT SUPPORT
15. THEGROUNDSURFACEEXPOSEDBYSTRIPPINGSHALLBESCARIFIEOTOAMINIMUMDEPTHOFEIGHTINCHES�B"),MOISTURECONDITIONEDTOTHEPROPER CIRC CIRCULAR HDR HEADER SQ SQUARE
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PRIORTO PLACING FILL.
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nGENCv,owmeRpNDioaEmGwEER. CLG CEILING HP HORSEPOWER STA STATION
ie. coNrRncToasnnuResroRenNrveceraTivecoveRoisTUReeoouRwccoNsrRucrioNacTiviivusiNGaseeoMixruaeaaPRoveoerrneatvoF CLR CLEAR,CLEARANCE HR HOSERACK,HOUR STD STANDARD
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SHALL REQUIRE THE INSTALLATION OF EROSION CONTROL MATTING.
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20. rHEComTRnCroRSHnuunuZECOMpqCTIONEouIVMEmTSUITnBLEFORTHESOI�TvaE5AND5uRFACEMqTEaiq�SENCOUNTEREooNTHEaRaeCT. COL COLUMN HWY HIGHWAY SYM SYMMETRICAL
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eozeMnNMooiFicnnoNsrorneMPwss. CONC CONCRETEORCONCENTRIC IE INVERTELEVATION TF TOPFACE
DUCTILEIRON MINIMUM RESTRAINTLENGTHSFOR101NT RESTRAINT NOTES
zz. coNcaeresnnueec�nssM-aooauN�essoTneRwisesaeaFieo. 1.EBAARESTRAINTLENGTHSFOR CONN CONNECT,CONNECTION IF INSIDEFACE TEMP TEMPORARY,TEMPERATURE
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TooesTRovnccaecnreiNTea�ocKFORsaeciFieoMiNiMUMoearH. DESCRIPTION A B DEPTHINGRAVELSWITHSAND CONT CONTINUE,CONTINUED,CONTINUOUS WFL WFLUENT THRU THROUGH
za. canoee�evnTioNsiNoicnTeoev•xxxx��oNaiausnae+��a�oo�roaeaecTonruM. (GPjWITH2O0P51TEST CONTR CONTRACTOR INSTL INSTALL,INSTALLATION LQ TOPOF
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26. CONTRACTORISRESPONSIBLEFORVERIFYINGTHATTHEREISACONSTRUCTIONPERMITAPPROVEDBYTHEMONTANADEPARTMENTOFENVIRONMENTAL 6"HORIZONTAL90°BEND�EACHSIDEOFBEND) 12 FACTOROF2.ASSUMEMEGALUG CORR CORRUGATED INSUL INSULATE T.O.F. TOPOFFOOTING
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THECOMRACTORSHALLBERESPONSIBLEFOROBTAININGTHENECESSARVAPPROVALSFROMM�EpORTHELOCALGOVERNINGAGENCV. 6"VERTICAL90°BEND�EACHSIDEOFBEND) 12 CP CONTROLPANEL INT INTERIOR T.O.SL. TOPOFSLAB
RESTRAINTS REQUIRED.ALL
z�. coNrRncroRisaesaoNsis�eFoaaeaectousrcoNteo�. e•xs•rzeouceR is JOINTSWITHINTHERESTRAINT CPLG COUPLING INVT INVERT T.O.S. TOPOFSTEEL
za. necessie�eRouTessnnunnvenMnxiMUMRUNNiNcs�oPeoFS/. LENGTHMUSTALSOBE CTOC CENTERTOCENTER JB JUNCTIONBOX LO.W. TOPOFWALL
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DIGITAL FILES AND MACHINE CONTROL RESTRAINED.IF THE DISTANCE
s"HOR¢oNTn�zzs�eeNo�eacHsioeoFeeNo) a BETWEENFITTINGSISLESS CTSK COUNTERSWK JT JOINT UBC UNIFORMBUILDWGCODE
1. IFTHECONTRACTORUTILIZESACOMPUTERIZEDGRAOECONTROLSVSTEMWHENGRA�INGIFINISHINGSUBGRADE.SUB-BASECOURSEANDBASECOURSE, THANOREQUALTOTHE CU CUBIC L ANGLE UG UNDERGROUND
UTILITIES.WRBANOGUTfER,ORFORCONSTRUCTINGANVOTHERFEATUREORFORANYOTHERPURPOSE,THENTHECONTRACTORISRESPONSI9LEFOR S"HORIZONTAL65°BEND(EACHSIDEOFBEND) 8
oEVE�oPmcinEiRowNMncwNEcoNrRo�Fi�Es.TnEconrRncroRMnvcREnrErwsontaFaoMsuaa�EMENTn�caomFORMnnoNallornE CALCULATEDRESTRAINT CUFT CUBICFEET LBS POUNDS ULT ULTIMATE
wFORMnnoNaRovioEooNrnEa�nNsiNTnEcoNTRncroocuMENrs.rnEENciNEERMnvaaovioETnEcoNrRncroRsuaa�EMENTn�cnoiNFORManoN LENGTH,RESTRAINALLJOINTS CUIN CUBICINCH LF LINEARFEET V VALVE,VOLT
iNTHEFoarnoFnNxM�suaFncEnNoioacnouNEwoaK(oEaivEOFaoMnuTocnocivi�ao�.THExM�suaFncEnNoioacnouuEwoRKOEVE�oaEoev BETWEENSAIDFITTINGS. CULV CULVERT WTL LINTEL VERT VERTICAL
THE ENGINEER WAS PREPARED SOLELV FOR THE PURPOSE OF OEVELOPING THE PRINTE�PLANS AND WAS NOT DEVELOPED FOR ANY OTHER USE.
E�EcrRONiconrnaaovioEorornEcoNrnncroRiscuRRENinsoFrnETiMEranNSMitrEorornEcoNTRnctoRnNOMnvNoriNcwoE�ntER 2.IFJOINTRESTRAINTISNOT CUYD CUBICYARD LONG LONGITUDINAL VOL VOLUME
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2. THECONTRACTORSHALLSIGNAN�PROVIDEANMMI�SPECIFICELECTRONICINFORMATIONRELEASEFORMWHENREpUESTINGTHESIIPPLEMENTALCAD FEASIBLE-INSTALLTHRUST
wFoaMnnoNnNosHnuREcocNrzEiNnrrHEvawTEocaNsnNosPEaFicnnoNsnNowFoaMnnoNFouNOTHEaEwnaETHEcoNTancroocurnENTs BLOCKSPERMPWSS. d PENNY(NAILSIZE) LR LONGRADIUS VTR VENTTHROUGHROOF
nNonssucn,TnEvcovEallovERnNvcnoiNFORMnnonaaovioEo.TnEENcwEERsnauNOTeEaEsaoNsie�EFORaNvusEOFTniscnomFoaMnnoN DBA DEFORMEDBARANCHOR LVL LEVEL W WIDTH
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CONSTRUCTIONCOORDINATION (COB)STANDARDS,MONTANA DET DETAIL MATL MATERIAL W/ WITH
� PUBLIC WORKS STANDARD DI DUCTILE IRON,DRAIN INLET MAX MAXIMUM W�O WITHOUT
1. THECONTRACTORSHALLSENDONLVCIVILRELATEDITEMSTOMORRISON-MAIERLE,INC.THROIIGHEMAIL.PROCORE,ORSIMILARPROGRAMS. SPECIFICATIONS(MPWSS),AND
� 2. CONSTRIICTIONITEMSSHALLBESENTTOASINGLEP0INTOFCONTACTATMORRISON-MAIERLE,INC.THISSHALLBEESTABLISHEDATTHEPRECONSTRIICTION DIA DIAMETER MB MACHINEBOLT WL WATERLINE
o COB MODIRCATIONS TO MPWSS. DIAG DIAGONAL MCC MOTOR CONTROL CENTER
MeeriNc. WM WIRE MESH
- 4.ALL HYDRANT LEADS SHALL BE DIM DIMENSION MCP MOTOR CONTROL PANEL WS WATERSTOP,WATER SURFACE
FULLY RESTRAINED. DIMJ DUCTILE-IRON MECHANICAL JOINT MECH MECHANICAL WSTL WELDED STEEL,WROUGHT STEEL
DIR DIRECTION MFD MANUFACTURED WT WEIGHT
y DN DOWN MFR MANUFACTURE,MANUFACTURER WTR WATER
DR DOOR MH MANHOLE WWF WELDED WIRE FABRIC
� DWG DRAWING MIN MINIMUM WWM WELDEDWIREMESH
� EA EACH MISC MISCELLANEOUS XFMR TRANSFORMER
EF EACH FACE,EXHAUST FAN MJ MECHANICAL JOINT YD YARD
� EL,ELEV ELEVATION NIC NOT IN CONTRACT
� ELB ELBOW NO NUMBER NOTE:
� ELEC ELECTRIC,ELECTRICAL NOM NOMINAL 1. FOR ABBREVIATIONS NOT LISTED,SEE"ABBREVIATIONS FOR
ENCL ENCLOSE NTS NOT TO SCALE USE ON DRAWINGS AND TEXT",PUBLISHED BY THE
� ENGR ENGINEER OC ON CENTER AMERICAN NATIONAL STANDARDS INSTITUTE INC.(ANSI)
- EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER OR CONTACT THE ENGWEER.
A A y�A q EQL EQUAL,EQUALLY OF OUTSIDE FACE
�1 '9 2. THIS IS A STANDARD ABBREVIATION LIST.THEREFORE,NOT
I- T EQLSP EQUALLYSPACED OPNG OPENING
U � I H I A � EQUIP EQUIPMENT P&ID PROCESS AND INSTRUMENTATION DIAGRAM ALL ABBREVIATIONS ARE USED ON THE PLANS.
z EQUIV EQUIVALENT PC POINT OF CURVE 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS
o EW EACH WAY PCP PLANTCONTROLPANEL
TEE BEND DEAD END VERTICAL QNSTRUMENTATION AND CONTROL,ELECTRICAL,ETC.)ARE
¢ EXC EXCAVATE PE PLAIN END
OFFSET SHOWN ON OTHER LEGEND SHEETS.
RESTRAINT LENGTH LOCATION FIGURE EXH EXHAUST PEN PENETRATION
- EXP EXPANSION PERP PERPENDICULAR
� EXP JT EXPANSION JOINT PH PIPE HANGER
� EXST EXISTING PI PRESSURE INDICATOR,POINT OF INTERSECTION
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