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HomeMy WebLinkAbout022 - C001 - GENERAL NOTESHYDLEGENDEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SANITARY SEWER MANHOLEEXISTING STORM DRAIN FACILITIESEXISTING FIBER/TELEPHONE FACILITIESEXISTING ELECTRICAL FACILITIESEXISTING GAS FACILITIESEXISTING TRAFFIC SIGNEXISTING WELLEXISTING CMP CULVERTEXISTING RCP CULVERTSDSDEXISTING STORM SEWER MAINSSEXISTING SAN SEWER MAINSSSSEXISTING SAN SEWER SERVICEFEXISTING FIBER OPTICEXISTING UNDERGROUND POWEREEEEXISTING UNDERGROUND TELEPHONETCCCEXISTING UNDERGROUND CABLEGGGEXISTING GAS LINEEXISTING OVERHEAD POWEROHTOHTEXISTING OVERHEAD TELEPHONEPETROPETROEXISTING PETROLEUM LINEWWEXISTING WATER MAINWSWSEXISTING WATER SERVICESDSDSDRDRDRDPROPOSED STORM DRAIN INLETPROPOSED STORM DRAIN MANHOLEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED SAN SEWER CLEANOUTSWSWSWSUTILUTILPROPOSED GRAVITY SAN SEWER SERVICEPROPOSED DOMESTIC WATER SERVICEPROPOSED UTILITY CONDUITSSSSSSEXISTING BUILDINGEXISTING BUILDING ROOFEXISTING CONCRETEEXISTING CURB FACEEXISTING CURB FLOWLINEEXISTING TOP BACK OF CURBEXISTING PARKING STRIPEEXISTING ASPHALTEXISTING GRAVEL EDGEEXISTING SIDEWALKPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURB FLOWLINEPROPOSED TOP BACK OF CURBPROPOSED PARKING STRIPEPROPOSED ASPHALTPROPOSED GRAVEL EDGEPROPOSED SIDEWALKGRAPHICAL SIDEWALK JOINTPROPOSED ASPHALT GRADE BREAKEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR46544653.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR46564655.50PERFPERFPROPOSED PERFORATED DRAIN PIPEPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICESITE PLAN SUBMITTAL12/5/25ABDNABANDONACASPHALTIC CONCRETE, ALUMINUM CAPADAAMERICANS WITH DISABILITIES ACTADDLADDITIONALADJADJACENT, ADJUSTAFFABOVE FINISHED FLOORALTALTERNATEAPPROXAPPROXIMATEARCHARCHITECTURE, ARCHITECTURALARCPARCHED REINFORCED CONCRETE PIPEASPHASPHALTAVGAVERAGEBCBUILDING CORNERBFFBELOW FINISHED FLOORBHBOREHOLEBLDGBUILDINGBLKBLOCKBMBENCHMARKBRGBEARINGBWBOTTOM OF WALLCHKCHECKCICAST IRONCIPCCAST IN-PLACE CONCRETECIRCCIRCULARCLCENTERLINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITSCOCLEANOUTCOBCITY OF BOZEMANCOMBCOMBINATIONCONCCONCRETECONNCONNECT, CONNECTIONCOORDCOORDINATECPCONTROL POINTCPPCORRUGATED PLASTIC PIPECSPCORRUGATED STEEL PIPECTRCENTERCUCUBICCU FT, CFCUBIC FEETCU INCUBIC INCHCULVCULVERTCU YDCUBIC YARDD & LD&L FOUNDRY AND SUPPLYDBLDOUBLEDIDUCTILE IRON, DRAIN INLETDIA, ØDIAMETERDIMDIMENSIONDIRDIRECTIONDTLDETAILDWGDRAWINGEEASTEAEACH, EDGE OF ASPHALTECEDGE OF CONCRETEEGEDGE OF GRAVEL, EXISTING GROUNDEJIWEAST JORDAN IRON WORKSEL, ELEVELEVATIONELECELECTRIC, ELECTRICALENGRENGINEEREPEDGE OF PAVEMENTEXCEXCAVATEEXEXISTINGEXTEXTERIORFDFLOOR DRAINFDNFOUNDATIONFESFLARED END SECTIONFETFLARED END TERMINALFFFINISHED FLOORFGFINISHED GRADEFHYDFIRE HYDRANTFLFLOWLINEFLRFLOORFTFOOT, FEETFTGFOOTINGGAGAGE, GAUGEGALGALLONGBGRADE BREAKGFAGROSS FLOOR AREAGNDGROUNDGSPGALVANIZED STEEL PIPEGVLGRAVELHCHANDICAPHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONININCHINSULINSULATEINTINTERIORINVINVERTLATLATITUDELFLINEAR FEETLONGLONGITUDE, LONGITUDINALLTLEFTLVLLEVELMATLMATERIALMAXMAXIMUMMDTMONTANA DEPARTMENT OFTRANSPORTATIONMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURERMHMANHOLEMINMINIMUMMISCMISCELLANEOUSNNORTHNENORTHEASTNICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALENWNORTHWESTOCON CENTERODOUTSIDE DIAMETEROHPOVERHEAD POWERPCPOINT OF CURVEPIPOINT OF INTERSECTIONPLPROPERTY LINEPRELIMPRELIMINARYPROPPROPERTYPTPOINT, POINT OF TANGENCYPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRACETROAD APPROACH CULVERT ENDTERMINALR, RADRADIUSRCREINFORCED CONCRETERCPREINFORCED CONCRETE PIPERDROAD, ROOF DRAINREFREFERENCEREQDREQUIREDRTRIGHTR/WRIGHT-OF-WAYSSOUTHSANSANITARYSCHSCHEDULESDSTORM DRAINSESOUTHEASTSECSECTIONSPECSPECIFICATIONSQSQUARESQ FT, SFSQUARE FOOTSQ INSQUARE INCHSTASTATIONSSSANITARY SEWERSTDSTANDARDSVCSERVICESWSIDEWALK, SOUTHWESTTBTHRUST BLOCKTBCTOP BACK OF CURBTEMPTEMPORARY, TEMPERATURETOCTOP OF CONCRETETRANSTRANSITIONTWTOP OF WALLTYPTYPICALUGUNDERGROUNDUTILUTILITYVERTVERTICALVOLVOLUMEVPDVEHICLES PER DAYWWESTW/WITHW/OWITHOUTWLWATERLINETRWATERWSELWATER SURFACE ELEVATIONWVWATER VALVEXFMRTRANSFORMERYDYARDNOTE:FOR ABBREVIATIONS NOT LISTED, CONTACT THEENGINEER.ABBREVIATIONSDETAIL AND SECTION DESIGNATIONA-X-XSECTION (LETTER) ORDETAIL (NUMERAL)DESIGNATIONDRAWING NUMBER(OR SAME DRAWING)ON DRAWING WHERE SECTIONOR DETAIL IS TAKEN:DRAWING NUMBERWHERE SHOWNON DRAWING WHERE SECTIONOR DETAIL IS SHOWN:DRAWING NUMBER(S)WHERE TAKENGENERAL 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 ORFACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF BOZEMAN DESIGN AND CONSTRUCTION STANDARDS, THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS, SEVENTH EDITION DATED APRIL 2021 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTORSHALL 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 SITE WHERE APPROVED BY THEOWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THATOF THE CONTRACTOR AND 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'S ATTENTION PRIOR TOCOMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS ANDCORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC.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 AND 24 HOURS IN ADVANCEOF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCHSERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE 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 FORPROTECTING, 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 POLLUTANTS ON THE SITE INACCORDANCE 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, OR OTHER PUBLICRIGHTS-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 THE REGULATORY AGENCIESHAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TOBE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK ORPEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL 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 THE SITE BY THECONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNEROR ENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THEENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED 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 PROPER MOISTURE CONTENT FORCOMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR 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 BY AGENCY, OWNER, AND/ORENGINEER.18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS AND CITY OF BOZEMANMODIFICATIONS TO THE MPWSS.21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROYAGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4800' TO PROJECT DATUM.24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCALGOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOROBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.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 RESPONSIBLE FORANY 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 ADJUSTMENTS TO DRYUTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.3.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALLBE MARKED BEFORE DIGGING.4.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION ORMODIFICATION OF ANY EXISTING UTILITIES.5.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN.6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.8.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.9.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION.ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THECONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.ELECTRONIC FILES: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.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. VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYPLOTTED BY:CELINE SAUCIER ON Dec/04/2025REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Boulevard WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleP:\10758 - JBBARCH\001 - 112 S.CHURCH\ACAD\SHEETS\10758.001 - GENERAL NOTES.DWG THE DEPOT ON CHURCH112 SOUTH CHURCH AVENUE10758.001BOZEMANMONTANAGENERAL NOTES0C001JAZJAZCMS12/5/25 No. 49499CELINE MPROFESSIONALENGINEER MONTANALICENSEDSAUCIER