HomeMy WebLinkAbout004 C0.1 General NotesLEGENDEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SANITARY SEWER MANHOLEEXISTING STORM DRAIN FACILITIESEXISTING FIBER/TELEPHONE FACILITIESEXISTING ELECTRICAL FACILITIESEXISTING GAS FACILITIESEXISTING TRAFFIC SIGNEXISTING WELLEXISTING CMP CULVERTEXISTING RCP CULVERTESDEXISTING STORM SEWER MAINESEXISTING SAN SEWER MAINESSEXISTING SAN SEWER SERVICEFEXISTING FIBER OPTICEXISTING UNDERGROUND POWEREEEXISTING UNDERGROUND TELEPHONETCCEXISTING UNDERGROUND CABLEGGEXISTING GAS LINEEXISTING OVERHEAD POWEROHTOHTEXISTING OVERHEAD TELEPHONEPPEXISTING PETROLEUM LINEEWEXISTING WATER MAINEWSEXISTING WATER SERVICESDSDRDRDPROPOSED STORM DRAIN INLETPROPOSED STORM DRAIN MANHOLEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED SAN SEWER CLEANOUTSWSWSPROPOSED DOMESTIC WATER SERVICEPROPOSED UTILITY CONDUITEXISTING 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 CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR4656PERFPERFPROPOSED PERFORATED DRAIN PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED GRAVITY SANITARY SERVICESSSSFIREFIREPROPOSED FIRE SERVICESLDSLDPROPOSED SLOTTED DRAIN8W8WPROPOSED 8" WATER MAINPROPOSED GRAVITY 8" SANITARY MAIN8S8SPROPOSED PEDESTRIAN CORRIDOR EASEMENTPROPOSED BUILDING SETBACKPROPOSED SPECIAL RESIDENTIAL SETBACKPROPOSED PEDESTRIAN CORRIDOR SETBACKPROPOSED PUBLIC UTILITY EASEMENTPROPOSED PARKING SETBACK4655.5046544653.50 C0.1GENERALNOTES12-01-2022SHEET NUMBERPROJECT CODEPROJECT ADDRESSARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.NWBWEST PARKNEIGHBORHOODBLOCK 1LOT 1WEST PARKSUBDIVISIONPRELIMINARY106 EAST BABCOCK STREETSUITE 1ABOZEMAN, MT 59715SHEET NAMEPROJECT NAMEDRAWING REVISIONSDRAWING ISSUE DATEDRAWING ISSUED FORPHONE: (406) 582-898812/01/2022ABDNABANDONACASPHALTIC 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 TANGENCYPUEPUBLIC UTILITY EASEMENTPVCPOLYVINYL 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.GENERAL 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 FACILITIESARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (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 CONTRACTOR SHALLPROVIDE 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 THAT OF THECONTRACTOR 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 AND CORNERSDISTURBED 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. PRIORTO 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 ADVANCE OFSPECIFIC 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 AND HOMES.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 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 PUBLIC RIGHTS-OF-WAY ANDMAKE 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 TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANPATH 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 THE CONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER ORENGINEER. SOIL TEST PIT INFORMATION IS PROVIDED IN THE GEOTECHNICAL INVESTIGATION BY RAWHIDE ENGINEERING, INC. DATED AUGUST 2016. DEEPER STRIPPING WHERE REQUIREDTO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPINGSHALL 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; CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION BY CASTLE ROCK ENGINEERING. DATED APRIL 10, 2020.21.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 DESTROY AGGREGATEINTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4700' 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 FOR OBTAININGTHE 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%, & MAXIMUM CROSS SLOPE OF 2%.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 SOLELYRESPONSIBLE FOR 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 PROPOSEDADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES.3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSETHE EXISTING 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 EXISTINGUTILITIES SHALL BE MARKED BEFORE DIGGING.5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING ORDEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED.6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION.7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OFBOZEMAN.8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENTPERSONNEL ONLY.9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER.10.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONSTO THE BUILDING.11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED.12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA, UNLESS OTHERWISE NOTED.13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151, UNLESS OTHERWISE NOTED.14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.15.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER ANDSTORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALLGRAVITY PIPING.16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.17.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.18.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO ANDONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS.19.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.20.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.22.REFER TO BUILDING PLAN FOR LOCATION OF SEWER, DOMESTIC, FIRE, ROOF DRAIN (AS APPLICABLE), AND IRRIGATION CONNECTIONS.23.GENERAL CONTRACTOR SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED INAGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES.24.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.DETAIL 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 TAKENKnow what'sbelow.before you dig.CallRENTITYPOWER & GASPROJECT CONTACT LISTFIRM OR AGENCYADDRESSCONTACTPHONE & EMAILNORTHWESTERN ENERGY121 EAST GRIFFINBOZEMAN, MT 59715JACOB FARWELL(406) 582-0573jacob.farwell@northwestern.comCITYENGINEERINGCITY OF BOZEMANENGINEERING DIVISION20 EAST OLIVE STREETBOZEMAN, MT 59715LANCE LEHIGH(406) 582-2284llehigh@bozeman.netCITY PLANNING& ZONINGCITY OF BOZEMANPLANNING DEPARTMENTNAKEISHA LYON(406) 582-2963nlyon@bozeman.netWATER &SANITARY SEWERCITY OF BOZEMANWATER & SEWER DIVISION121 NORTH ROUSE AVENUEBOZEMAN, MT 59715NICK PERICICH(SUPERINTENDENT)(406) 582-3200pericich@bozeman.netENGINEER OFCONTENTMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113JAMES NICKELSON,PE(406) 587-0721jnickelson@m-m.netENVIRONMENTALMORRISON-MAIERLE, INC.2880 TECHNOLOGY BLVD WPO BOX 1113BOZEMAN, MT 59771-1113CHRISTINE PEARCY(406) 587-0721cpearcy@m-m.net20 EAST OLIVE STREETBOZEMAN, MT 59715PROJECTARCHITECTJDS Architects719 W MENDENHALL STREETBOZEMAN, MT 59715JESSE SOBREPENA(406) 556-8080jesse@jdsarchitectsbozeman.comOWNER8FC, LLCPO BOX 11388BOZEMAN, MT 59719PATRICK EIBS(406) 539-1366peibsk9@yahoo.comPLANNERINTRINSIK106 EAST BABCOCK STREET, ST 1ABOZEMAN, MT 59715TYLER STEINWAY(406) 426-9568tsteinway@intrinsikarchitecture.comREPRESENTATIVEKILDAY & STRATTON2880 TECHNOLOGY BLVD WSUITE 271BOZEMAN, MT 59771-1113GREG STRATTON(406) 599-5603greg@kildaystratton.com