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HomeMy WebLinkAbout003 - G-3 - GEN NOTES & ABBREV ALL ABBREVIATIONS ARE USED ON THE PLANS.2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) USE ON DRAWINGS AND TEXT", PUBLISHED BY THE1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FORYARDTRANSFORMERWELDED WIRE MESHWELDED WIRE FABRICWATER WEIGHTWELDED STEEL, WROUGHT STEELWATERSTOP, WATER SURFACEWIRE MESHWATERLINEWITHOUTWITH WOODWIDTHVENT THROUGH ROOFVERIFYVOLUMEVERTICALVALVE, VOLTULTIMATEUNDERGROUNDUNIFORM BUILDING CODETYPICALTOP OF WALLTOP OF STEELTOP OF CONCRETE, TOP OF CURBTOP OFTHROUGHTHICKTEMPORARY, TEMPERATURETOP FACETOP AND BOTTOMSYMMETRICALSTRUCTURESTEELSTIFFENERSTANDARDSTATIONSTAINLESS STEELSQUARE INCHSQUARE FOOTSQUARESUPPORTSPACINGSPECIFICATIONSPACE, SPACEDSLOPESIMILARSHEETSECTIONSIDEWALKSCHEDULESANITARYRIGHT-OF-WAYREINFORCING STEELREQUIREDRELOCATE, RELOCATIONREINFORCE, REINFORCINGREFERENCEREINFORCEMENT BARREDUCERROAD, ROOF DRAINREINFORCED-CONCRETE PIPEREINFORCED CONCRETERADIUSPAVEMENTPOLYVINYL CHLORIDEPOINT, POINT OF TANGENCYPRESSURE SWITCH, PIPE SUPPORTPRESSURE REDUCING VALVEPROPERTYPREPARE, PREPARATIONPRELIMINARYPREFABRICATEDPRECASTPANELPLANT MONITORING PANELPLYWOODPLATE, PROPERTY LINEPREMOLDED JOINT FILLERPRESSURE INDICATOR, POINT OF INTERSECTIONPIPE HANGERPERPENDICULARPENETRATIONPLAIN ENDPLANT CONTROL PANELPOINT OF CURVEPROCESS AND INSTRUMENTATION DIAGRAMOPENINGOUTSIDE FACEOUTSIDE DIAMETERON CENTERNOT TO SCALENOMINALNUMBERNOT IN CONTRACTMECHANICAL JOINTMISCELLANEOUSMINIMUMMANHOLEMANUFACTURE, MANUFACTURERMANUFACTUREDMECHANICALMOTOR CONTROL PANELMOTOR CONTROL CENTERMACHINE BOLTMAXIMUMMATERIALLOUVERLEVELLONG RADIUSLOCAL PANELLONGITUDINALLINTELLINEAR FEETPOUNDSANGLEJOINTJOISTJUNCTION BOXINVERTINTERIORINSULATEINSTRUMENTINSTALL, INSTALLATIONINFLUENTINCHINSIDE FACEINSIDE DIAMETERHIGHWAYHEATING, VENTILATING, AND AIR CONDITIONINGHOSE VALVEHEIGHT, HEAT TRACEHOSE RACK, HOURHORSEPOWERHORIZONTALHOLLOW METALHOOKHEADERHARDWAREHUB DRAINHOSE BIBHEADED ANCHOR STUDGYPSUM WALLBOARDGRAVELGALVANIZED STEEL PIPEGASKETGRATINGGROUNDGALVANIZED STEELGALVANIZEDGALLONGAGE, GAUGEFACE TO FACEFOOTING, FITTINGFOOT, FEETFABRICATED STEELFIBERGLASS REINFORCED PLASTICFACE OF CONCRETEFINISHFLOW LINEFLANGEFLEXIBLEFLOOR, FLOWFINISH GRADEFINISHED FLOORFIRE EXTINGUISHERFOUNDATIONFLOOR DRAINFLANGE COUPLING ADAPTERFLEXIBLE COUPLINGFLAT BAR, FACE BRICKFABRICATEFLANGEEXTENSION, EXTERIOREXISTINGEXPANSION JOINTEXPANSIONEXHAUSTEXCAVATEEACH WAYEQUIVALENTEQUIPMENTEQUALLY SPACEDEQUAL, EQUALLYEDGE OF PAVEMENTENGINEERENCLOSEELECTRIC, ELECTRICALELBOWELEVATIONEACH FACE, EXHAUST FANEACHDRAWINGDOOR DOWNDIRECTIONDUCTILE-IRON MECHANICAL JOINTDIMENSIONDIAGONALDIAMETERDUCTILE IRON, DRAIN INLETDETAILDOUBLEDEFORMED BAR ANCHORPENNY (NAIL SIZE)DRAINCUBIC YARDCULVERTCUBIC INCHCUBIC FEETCUBICCOUNTERSINKCENTERCENTER TO CENTERCOUPLINGCONTROL PANELCORRUGATEDCOORDINATECONTRACTORCONTINUE, CONTINUED, CONTINUOUSCONSTRUCTIONCONNECT, CONNECTIONCONCRETE OR CONCENTRICCOMBINATIONCOLUMNCLEANOUTCONCRETE MASONRY UNITSCORRUGATED METAL PIPECLEAR, CLEARANCECEILINGCEMENT LINED DUCTILE IRONCONSTRUCTION JOINT, CONTROL JOINTCIRCULARCAST-IN-PLACE CONCRETECAST-IRON PIPE FLANGED JOINTCAST-IRON PIPE MECHANICAL JOINTCAST IRONCHECKCHANNELBRACKETBEARINGBOTTOMBEAM, BENCHMARKBELOWBLOCKBUILDINGBOTTOM FACEBETWEENBOARDATAVERAGEASPHALTARCHITECTURE, ARCHITECTURALAPPROVEDAPPROXIMATEAMERICAN NATIONAL STANDARDS INSTITUTEALTERNATEALUMINUMANCHORABOVE FINISHED FLOORADAPTERADJACENT, ADJUSTADDITIONALASPHALTIC CONCRETE, ALTERNATING CURRENTABOVEABANDONANCHOR BOLTYDXFMRWWMWWFWTRWTWSTLWSWMWLW/OW/WDWVTRVRFYVOLVERTVULTUGUBCTYPT.O.W.T.O.S.T.O.C.T.O.THRUTHKTEMPTFT&BSYMSTRUCTSTLSTIFSTDSTASSTSQ INSQ FTSQSPRTSPA, SPGSPECSPSLPSIMSHTSECTSDWKSCHEDSANR/WRSTREQDRELOCREINFREFREBARRDCRRDRCPRCRADPVMTPVCPTPSPRVPROPPREPPRELIMPREFABPRCSTPNLPMPPLYWDPLPJFPIPHPERPPENPEPCPPCP&IDOPNGOFODOCNTSNOMNONICMJMISCMINMHMFRMFDMECHMCPMCCMBMAXMATLLVRLVLLRLPLONGLNTLLFLBSLJTJSTJBINVTINTINSULINSTRINSTLINFLIN.IFIDHWYHVACHVHTHRHPHORIZHMHKHDRHDWHDHBHASGWBGVLGSPGSKTGRTGGNDGALVSGALVGALGAF TO FFTGFTFSTLFRPFOCFIN.FLLFLGFLEXFLFGFFF. EXTFDNFDFCAFCFBFABFEXTEXSTEXP JTEXPEXHEXCEWEQUIVEQUIPEQL SPEQLEPENGRENCLELECELBEL, ELEVEFEADWGDRDNDIRDIMJDIMDIAGDIADIDETDBLDBAdDCU YDCULVCU INCU FTCUCTSKCTRC TO CCPLGCPCORRCOORDCONTRCONTCONSTRCONNCONCCOMBCOLCOCMUCMPCLRCLGCLDICJCIRCCIPCCIPCIMJCICHKCHANBRKTBRGBOTBMBLWBLKBLDGBFBETWBD@AVGASPHARCHAPVDAPPROXANSIALTALUMAHRAFFADPTRADJADDLACABVABDNAB NOTE: ABBREVIATIONS OR CONTACT THE ENGINEER.3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE SHOWN ON OTHER LEGEND SHEETS.FLOORFLRCENTER LINECLIEINVERT ELEVATIONFOFIBER OPTICTOP OF FOOTINGT.O.F.TOP OF SLABT.O.SL.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\0-GENERAL\G-2_GENERALNOTES&ABBREVIATIONS.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierlePLOTTED BY:LEE HAGEMAN ON Jun/04/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGENERAL NOTES & ABBREVIATIONS10678.0013G-3KJSLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 202505/29/2025GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND.NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS AND EMPHASIZED FOR INDIVIDUAL DRAWING PURPOSES.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, CURRENTEDITION (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; COB DESIGN STANDARDS AND SPECIFICATIONS; AND THE PROJECTSPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR,THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITEWHERE APPROVED BY THE OWNER OR WITHIN DEDICATED LOCATIONS WITH TEMPORARY CONSTRUCTION EASEMENTS. IT SHALL BE UNDERSTOOD THAT THERESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTORAND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'SATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANYMONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATEOF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR, CITY OF BOZEMAN, OWNER,MORRISON-MAIERLE, INC., AND ANY OTHER JURISDICTIONAL AGENCIES PRIOR TO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKINGHOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTIONSERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS,ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTSON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OROTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THEREGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE."CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BEINSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALLLOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THESITE BY THE CONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED ASDIRECTED BY THE OWNER OR ENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALLBE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE ORSTOCKPILED AT A LOCATION DESIGNATED BY THE OWNER.15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPERMOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEERPRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BYAGENCY, OWNER, AND/OR ENGINEER.18.CONTRACTOR SHALL RESTORE ANY VEGETATIVE COVER DISTURBED DURING CONSTRUCTION ACTIVITY USING A SEED MIXTURE APPROVED BY THE CITY OFBOZEMAN, AND SHALL BE REQUIRED TO ENSURE IT'S PLANTED DURING AN APPROPRIATE SEASON AND WATERED FOR SUFFICIENT TIME TO ESTABLISH ROOTMASS. LATE FALL AND WINTER PLANTING MAY BE ALLOWED IF APPROVED BY THE CITY AND ENGINEER. DISTURBED AREAS THAT CONVEY SURFACE WATERSHALL REQUIRE THE INSTALLATION OF EROSION CONTROL MATTING.19.ASPHALT, CONCRETE CURB AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.20.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.21.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS AND CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS.22.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.23.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED ANDTO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH.24.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +/- 4700' TO PROJECT DATUM.25.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.26.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTALQUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.27.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.28.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5%.DIGITAL FILES AND MACHINE CONTROL1.IF THE CONTRACTOR UTILIZES A COMPUTERIZED GRADE CONTROL SYSTEM WHEN GRADING/FINISHING SUBGRADE, SUB-BASE COURSE AND BASE COURSE,UTILITIES, CURB AND GUTTER, OR FOR CONSTRUCTING ANY OTHER FEATURE OR FOR ANY OTHER PURPOSE, THEN THE CONTRACTOR IS RESPONSIBLE FORDEVELOPING THEIR OWN MACHINE CONTROL FILES. THE CONTRACTOR MAY CREATE THIS DATA FROM SUPPLEMENTAL CAD INFORMATION AND THEINFORMATION PROVIDED ON THE PLANS IN THE CONTRACT DOCUMENTS. THE ENGINEER MAY PROVIDE THE CONTRACTOR SUPPLEMENTAL CAD INFORMATIONIN THE FORM OF AN XML SURFACE AND/OR CAD LINE WORK (DERIVED FROM AUTOCAD CIVIL 3D). THE XML SURFACE AND/OR CAD LINE WORK DEVELOPED BYTHE ENGINEER WAS PREPARED SOLELY FOR THE PURPOSE OF DEVELOPING THE PRINTED PLANS AND WAS NOT DEVELOPED FOR ANY OTHER USE. ELECTRONIC DATA PROVIDED TO THE CONTRACTOR IS CURRENT AS OF THE TIME TRANSMITTED TO THE CONTRACTOR AND MAY NOT INCLUDE LATERREVISIONS MADE AND COMMUNICATED ON THE CONSTRUCTION PLANS.2.THE CONTRACTOR SHALL SIGN AND PROVIDE AN MMI-SPECIFIC ELECTRONIC INFORMATION RELEASE FORM WHEN REQUESTING THE SUPPLEMENTAL CADINFORMATION AND SHALL RECOGNIZE THAT THE PRINTED PLANS AND SPECIFICATIONS AND INFORMATION FOUND THEREIN ARE THE CONTRACT DOCUMENTSAND AS SUCH, THEY GOVERN OVER ANY CAD INFORMATION PROVIDED. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY USE OF THIS CAD INFORMATIONOR MODIFICATIONS MADE THERETO.CONSTRUCTION COORDINATION1.THE CONTRACTOR SHALL SEND ONLY CIVIL RELATED ITEMS TO MORRISON-MAIERLE, INC. THROUGH EMAIL, PROCORE, OR SIMILAR PROGRAMS.2.CONSTRUCTION ITEMS SHALL BE SENT TO A SINGLE POINT OF CONTACT AT MORRISON-MAIERLE, INC. THIS SHALL BE ESTABLISHED AT THE PRECONSTRUCTIONMEETING.GENERAL UTILITY NOTES:1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE,LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTSTO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.3.PRIOR TO PROVIDING SUBMITTALS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THEEXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE.4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION . ALL KNOWN EXISTING UTILITIESSHALL BE MARKED BEFORE DIGGING. CONTRACTOR SHALL BE REQUIRED TO REFRESH ONE CALL LOCATES AS REQU IRED BY STATE LAW.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.0 FEET (72 INCHES) OF MINIMUM COVER ON BURIED FORCE MAIN PIPING ORDEEPER AS SPECIFIED. IF 6.0 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF PIP ING SHALL BE REQU IRED. INSULATION SHALL BE REQUIRED IF"OPEN AIR FACILITIES" (I.E., STORM DRAIN, IRRIGATION CULVERTS) CROSS MAINS PER THE TYPICAL DETAIL INCLUDED.6.TRACER WIRE IS REQUIRED TO BE INSTALLED ALONG BURIED FORCE MAINS AND TERM INATED AS REQUIRED BY THE CITY OF BOZEMAN7.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.8.ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY.9.THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WORK.10.SEWER AND WATER CONNECT IONS TO BUILDINGS SHALL BE PERFORMED BY A LICENSED PLUMBER.11.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TOTHE BUILDING.12.ALL GRAVITY SANITARY SEWER MAIN PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D3034, UNLESS OTHERWISE NOTED . SANITARY SEWERSERVICES SHALL BE SDR 26 IN ACCORDANCE WITH ASTM D3034.13.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.14.THE DISPLAYED PIPE LENGTH IN PLAN & PROFILE DRAWINGS REFLECTS THE DISTANCE FROM INSIDE-EDGE-OF-MANHOLE TO INSIDE-EDGE-OF-MANHOLE ON ALLGRAVITY PIPING. THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES.15.CONTRACTOR SHALL LAY GRAVITY AND PRESSURE PIPE AT UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.16.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT ANDFITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.17.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAW INGS . ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN ELEVEN AND ONE-QUARTERDEGREES (11.25°), TEES, AND PLUGS, SHALL BE MECHANICALLY RESTRAINED AND HAVE BELL RESTRAINTS WITHIN THE DISTANCE SHOWN ON THE INCLUDEDJOINT RESTRAINT TABLE . CONTRACTOR MAY ELECT TO INSTALL THRUST BLOCKS IN CONFORMANCE W ITH MPWSS AND THE CITY OF BOZEMAN MODIFICATIONSTO THE MPWSS IF APPROVED IN ADVANCE BY THE ENGINEER.18.ALL VALVES SHALL BE MECHANICALLY RESTRAINED AND HAVE BELL RESTRAINTS WITHIN THE DISTANCE SHOWN ON THE INCLUDED JOINT RESTRA INT TABLE.ALTERNATIVELY, VALVES MAY BE INSTALLED WITH THRUST BLOCKING. VALVE BOXES SHALL BE PROV IDED IN ACCORDANCE WITH CITY OF BOZEMAN STANDARDSAND MPWSS.19.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN BURIED FOR MAINS AND SERVICES.20.REFER TO BUILDING PLAN FOR COORDINATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.21.GENERAL CONTRACTOR SHALL INSTALL CONDUITS BENEATH ROADWAYS FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.) AND IN OTHERAREAS SHOWN ON THE PLANS. DRY UT ILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES.22.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALLCONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED ATTHE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.23.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL ELECTRICAL PERMITS/FEES.1-DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTSAABAADUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT(IN FEET)DESCRIPTIONAB6" X 6" TEE2176" HORIZONTAL 90° BEND (EACH SIDE OF BEND)126" VERTICAL 90° BEND (EACH SIDE OF BEND)128" X 6" REDUCER158" HORIZONTAL 11.25° BEND (EACH SIDE OF BEND)28" HORIZONTAL 22.5° BEND (EACH SIDE OF BEND)48" HORIZONTAL 45° BEND (EACH SIDE OF BEND)8NOTES1.EBAA RESTRAINT LENGTHS FORPHASE 1 ASSUME A 7.0' BURYDEPTH IN GRAVELS WITH SAND(GP) WITH 200 PSI TESTPRESSURE AND A SAFETYFACTOR OF 2. ASSUME MEGALUGOR EQUIVALENT FITTINGS AT ALLRESTRAINTS REQUIRED. ALLJOINTS WITHIN THE RESTRAINTLENGTH MUST ALSO BERESTRAINED. IF THE DISTANCEBETWEEN FITTINGS IS LESSTHAN OR EQUAL TO THECALCULATED RESTRAINTLENGTH, RESTRAIN ALL JOINTSBETWEEN SAID FITTINGS.2.IF JOINT RESTRAINT IS NOTFEASIBLE - INSTALL THRUSTBLOCKS PER MPWSS.3.INSTALL PER CITY OF BOZEMAN(COB) STANDARDS, MONTANAPUBLIC WORKS STANDARDSPECIFICATIONS (MPWSS), ANDCOB MODIFICATIONS TO MPWSS.4.ALL HYDRANT LEADS SHALL BEFULLY RESTRAINED.RESTRAINT LENGTH LOCATION FIGURETEEBENDDEAD ENDAVERTICALOFFSETAABB