HomeMy WebLinkAboutBozeman Gateway Phase 4 Water Main and Garfield St LightingQUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleMMI PROJECT NO.6558.002.03APPROVED BY:JAMES A. ULLMANProject ManagerDILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECTLOCATIONBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STJAMES A. ULLMAN6558.002.03VICINITY MAPNO SCALEREGIONAL MAP - (Not to Scale)PROJECT SITEN:\6558\002.03\ACAD\SHEETS\0 COVER.DWG PLOTTED BY:CELINE SAUCIER ON Aug/27/2021VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.engineers surveyors planners scientistsMorrisonMaierleAPRIL 2021BOZEMAN GATEWAY SUBDIVISION - PHASE 4 WATER MAINBOZEMAN,MONTANA2880 Technology Blvd West, Bozeman, MT 59718Phone: 406.587.0721 | Fax: 406.922.6702PREPARED BY:SHEET INDEXSHT. No.DWG. No.TITLE0 COVER1G-1GENERAL NOTES, LEGEND, & ABBREVIATIONS2W-1WATER MAIN PLAN AND PROFILE STA 0+00 TO 7+503W-2WATER MAIN PLAN AND PROFILE STA 7+50 TO 10+394D-1WATER DETAILSKnow what'sbelow.before you dig.CallRJAMES A. ULLMANJAMES R. NICKELSONRECORD DRAWING HYDLEGENDEXISTING 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 POWERBPBPEXISTING UNDERGROUND TELEPHONECCEXISTING 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 CLEANOUTSWSWSUTILUTILPROPOSED GRAVITY SAN SEWER SERVICEPROPOSED DOMESTIC WATER SERVICEPROPOSED UTILITY CONDUITSSSSEXISTING 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 PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICEBTBTPROPOSED UTILITY CONDUITPROPOSED SEWER MAINPROPOSED WATER MAINEngineer's Estimated QuantitesPhase 4 - 8" Water Main - 2021Prepared For: Quadrant Communities,LLCITEMNUMBERESTIMATEDQUANTITYUNITDESCRIPTIONUNIT PRICETOTALPRICEBID ITEMSGeneral Items1011LSMobilization/Demobilization $ -1021LSTaxes, Bonds, and Insurance $ -Water Main1032EAConnect to Existing Water Main $ -1041,020LF8" Class 51 DIP AWWA C151 Water Main $ -1054EA8" Gate Valve $ -1062EA8"x8" Tee $ -1074EA8"x6" Tee $ -1082EA8"x4" Tee $ -1091EA8" 90 degree bend $ -1102EA8" 11.25 degree bend $ -1112EAFire Hydrant Assembly $ -1122EA6" Fire Service Line $ -1132EA4" Water Service Line $ -TRtal  COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\6558\002.03\ACAD\SHEETS\G-1 GENERAL NOTES.DWG PLOTTED BY:CELINE SAUCIER ON Aug/27/20212021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY SUBDIVISION - PHASE 4 WATER MAINBOZEMANMONTANAGENERAL NOTES, LEGEND, & ABBREVIATIONS6558.002.031G-1CSCSJAU4-1-21ABDNABANDONACASPHALTIC 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.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, INCLUDING ADDENDA; 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 LINE AND GRADE OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTIONPRIOR 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. 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.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. CONTRACTOR SHALL REMOVE ALL CONCRETE WASTE FROM PROJECT SITE RESULTING FROMCURBS, SIDEWALKS AND OTHER INSTALLATIONS.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. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OROWNER'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; CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION.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 +4800' TO PROJECT DATUM. THE HORIZONTAL DATUM = ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT INTERNATIONAL FEET,VERTICAL DATUM = NAVD 8824.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%.28.CONTRACTOR SHALL TACK ALL JOINTS AND AND BETWEEN ASPHALT LIFTS PRIOR TO PAVING.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 UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE 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 DRY UTILITY LOCATIONSHALL 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 EXPOSE THE EXISTING PIPE ORSTRUCTURE 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 UTILITIES SHALL BE MARKED BEFOREDIGGING.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 OR DEEPER AS SPECIFIED. IF 6.5 FEET OFMINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING SHALL 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 OF BOZEMAN.8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL 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 CONNECTIONS TO 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 C151.13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE "K" COPPER FOR SERVICES LESS THAN 4" AND CLASS 51 DUCTILE IRON MEETING AWWA C151 FOR SERVICES GREATER THAN 4" ,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 AND STORM DRAIN AS APPLICABLE. THEDISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY 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 AND FITTING MATERIAL SHALL BE THESAME 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 AND ONE-HALF DEGREES (22.5°), TEES, ANDPLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHEREINDICATED 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.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES ORMANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BEINCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.23.THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT 24 HOURS PRIOR TO BEGINNING ANY WORK.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.CallRRECORD DRAWING4/14/22 W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWSSSSSSSSWSS 8.96 Acres 390,373.25 SqFtW LOT 35 BLOCK 6 R=230.01' L=72.87'R=370.00'L=225.38'Δ=34°54'05"N18°37'20"W 50.00'S7°14'51"WN0°29'32"W248.90'SD0+001+002+003+004+005+006+007+008+00 4853 4854 4854 4853 4851 4851 48524857 4 8 5 2 4855 4856 4855 4851 4852 4855 4855 4853 4851 4852 48524853 48534853 4855 4854 4854 48584858 48544853STA 0+10.0 - 0.0' LT NEW 8x8 TEE CONNECT TO EXISTING 8" MAIN STA 0+11.50 8" GATE VALVE STA 0+51.0 - 0.0' LT NEW 11.25 DEG ELBOW STA 1+73.4 - 0.0' LT NEW 8X6 TEE STA 1+75.4 - 0.0' LT NEW 8X4 TEE STA 1+94.1 - 0.0' LT NEW 11.25 DEG BEND STA 2+97.9 - 0.0' LT NEW 8X6 TEE FH ASS'Y 16.05 LT STA 2+71.5 - 0.0' LT NEW 11.25 DEG BEND STA 5+89.9 - 0.0' LT NEW 8X6 TEE STA 5+91.9 - 0.0' LT NEW 8X4 TEE STA 6+27.25 8" GATE VALVE STA 6+32.3 - 0.0' LT NEW 8X6 TEE FH ASS'Y 16.3 LT STA 7+33.8 - 0.0' LT NEW 90 DEG BEND STA 2+92.86 8" GATE VALVE 4825 4830 4840 4850 4860 4870 FG-EG-4851.450+00 FG-4853.51EG-4852.67FG-4852.88EG-4852.341+00 FG-4852.12EG-4852.34FG-4852.12EG-4852.702+00 FG-4852.67EG-4852.72FG-4853.20EG-4852.943+00 FG-4853.70EG-4853.56FG-4854.20EG-4853.684+00 FG-4854.70EG-4853.35FG-4855.20EG-4853.405+00 FG-4855.70EG-4853.92FG-4856.20EG-4854.326+00 FG-4855.83EG-4853.68FG-4855.33EG-4853.897+00 FG-4855.24EG-4853.52STA 1+73.40 8X6 TEE INV= 4843.97 STA 1+94.0611.25 DEG BENDINV= 4844.05STA 2+71.4911.25 DEG BENDINV= 4844.35STA 2+97.87 8X6 TEE INV= 4844.44 STA 5+89.93 8X6 TEE INV= 4846.89 STA 7+33.8390 DEG BENDINV= 4847.22STA 0+10.03 8X8 TEE (MJXFL) INV≈ 4845.75 STA 0+11.508" GATE VALVE (FLXMJ)INV≈ 4845.75STA 0+51.0011.25 DEG BENDINV= 4845.83STA 1+75.388X4 TEEINV= 4843.97STA 2+92.868" GATE VALVEINV= 4844.43STA 5+91.938X4 TEEINV= 4846.89STA 6+27.258" GATE VALVEINV= 4847.23STA 6+32.25 8X6 TEE INV= 4847.25 6.5' MIN BURY DEPTH 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 36 6 12 1530 30 60 PROPOSED GRADE EXISTING GRADE INSTALL 750LF 8" CLASS 51 DUCTILE IRON PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING WATER MAIN LINE COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\6558\002.03\ACAD\SHEETS\W-1 WATER MAIN.DWG PLOTTED BY:CELINE SAUCIER ON Aug/09/2022 2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY SUBDIVISION - PHASE 4 WATER MAIN BOZEMAN MONTANA WATER MAIN PLAN AND PROFILE STA 0+00 TO 7+50 6558.002.03 2 W-1 CS CS JAU 6-20-2022 1 ENGINEERING COMMENTS CMS 8/20/2021 2 WATER MAIN ADJUSTMENT TO FIELD VERIFICATION CMS 8/9/2022 CONSTRUCTION DRAWINGS6-20-2022STA: 2+20.79 15" STORM SEWER CROSSING INV 48.31 STA: 4+75.85 12" STORM SEWER CROSSING INV 51.17 STA: 7+15.19 12" STORM SEWER CROSSING INV 50.27 9.00' DEPTH BURY ELEV = 4853.40 9.00' DEPTH BURY ELEV = 4856.21 FUTURE WATER AND FIRE SERVICES FUTURE WATER AND FIRE SERVICES GENERAL NOTES 1. WATER MAIN TO BE PROTECTED USING V-BIO ENHANCED POLYETHYLENE ENCASEMENT 4" INSULATION SEE 5/D-1 4" INSULATION SEE 5/D-1 4" INSULATION SEE 5/D-1 STA: 0+60.14 BLOW OFF INV = 4845.85 STA: 0+60.71 - 11.0' RT BLOW OFF 4/14/22INV = 4843.82 (A.B.)__INV = 4844.40 (A.B.)__ INV = 4844.39 (A.B.) INV = 4845.24 (A.B.) INV = 4846.62 (A.B.) INV = 4845.74 (A.B.)__RECORD DRAWINGBENCHMARK ELEV = 4857.32 (A.B.) BENCHMARK ELEV = 4855.42 (A.B.) NOTE: MEGALUGS WERE USED IN LIEU OF THRUST BLOCKS (A.B.) WWWWWW W W W W W W W W W WWWWWWWWWWSSSSSSSSSSSSSSSSSSFPS7°14'51"W 172.75' N89°31'43"E 114.12' N89°31'43"E 117.64' N0°29'32"W 248.90'S89°34'27"W139.02'S89°34'27"W 124.60'SD SD 6+00 7+00 8+009+0010+0010+3948564856485348544860 4859 4858 48584 8 5 6 485848574857 4855 4854 4 8 5 3 STA 7+33.8 - 0.0' LT NEW 90 DEG BEND STA 10+27.59 8" GATE VALVE STA 10+29.1 - 0.0' LT NEW 8X8 TEE TAP INTO EXISTING 8" WATER MAIN 4825 4830 4840 4850 4860 4870 FG-4855.24EG-4853.52FG-4856.09EG-4854.368+00 FG-4856.96EG-4855.27FG-4857.76EG-4857.029+00 FG-4858.64EG-4857.79FG-4859.57EG-4858.8510+00 FG-EG-4859.9810+39 6.5' MIN BURY DEPTH 1.5' MIN SEPARATION STA 7+33.8390 DEG BENDINV= 4847.22STA 10+27.598" GATE VALVEINV≈ 4851.54STA 10+29.08 8X8 TEE INV≈ 4851.54 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 36 6 12 1530 30 60 PROPOSED GRADEEXISTING GRADE INSTALL 280LF 8" CLASS 51 DUCTILE IRON PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING WATER MAIN LINE STA 9+93.81 EXISTING 72" STORM CULVERT CROSSING INV 4842.25 CONSTRUCTION DRAWINGS6-20-2022COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\6558\002.03\ACAD\SHEETS\W-1 WATER MAIN.DWG PLOTTED BY:CELINE SAUCIER ON Aug/09/2022 2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY SUBDIVISION - PHASE 4 WATER MAIN BOZEMAN MONTANA WATER MAIN PLAN AND PROFILE STA 7+50 TO 10+39 6558.002.03 3 W-2 CS CS JAU 6-20-2022 1 ENGINEERING COMMENTS CMS 8/20/2021 2 WATER MAIN ADJUSTMENT TO FIELD VERIFICATION CMS 8/9/2022 GENERAL NOTES 1. WATER MAIN TO BE PROTECTED USING V-BIO ENHANCED POLYETHYLENE ENCASEMENT 4" INSULATION SEE 5/D-1 4/14/22 ___ INV = 4839.25 (A.B.)____INV = 4851.64 (A.B.)INV = 4851.64 (A.B.)RECORD DRAWINGINV = 4850.2 (A.B.) INV = 4849.50 (A.B.) INV = 4848.54 (A.B.)INV = 4848.20 (A.B.) NOTE: MEGALUGS WERE USED IN LIEU OF THRUST BLOCKS (A.B.) "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."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.MJ 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.MJ 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.2'-1"6" MIN12" MAX12'-614"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALL TRENCH WALL ALT. "B" INSTALLATION(TOP & BOTH SIDES):4" THICK INSULATIONBOARD - 8' MIN LENGTHALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)INSTALLATION (TOP ONLY):4" THICK x 8' WIDEINSULATION BOARDCENTERED OVER WATEROR SEWER LINE - 8' MINLENGTH ALONG WATEROR SEWER LINE*FOR CULVERT CROSSINGS,PROVIDE 18" MIN VERTICALSEPARATION BETWEENCULVERT AND WATEROR SEWER LINE*NOTES:1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINESWITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIORTO PLACING INSULATION.2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MINOVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THECULVERT.3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHEROTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.*CONCRETETHRUSTBLOCKMINIMUM OF1/2 CUBIC YARDWASHED GRAVELUNDISTURBEDEARTHGROUNDLINEELEVATIONS AS SHOWNON PLANS OR 0.2' ABOVETOP OF CURB GRADEINSTALL PLUMB WITHPUMPER NOZZLEFACING STREETNEW HYDRANT TO BEMUELLER SUPER CENTURION 250OR WATEROUS PACERMINIMUM 4'-0" CLEAR ALL AROUND(TREES, HEDGES, BUSHES, ETC.)ADJUSTABLE SCREWTYPE VALVE BOXWITH LID8'-0" (MAX)3'-0" (MIN)TO BACK OF CURBMINIMUM OF6.5' COVERTO MAIN LINEJOINT AS REQUIREDFOR PIPE SPECIFIEDNEW 6" AUXILIARYGATE VALVEFLANGE JOINTNOTES:1.RESTRAINT LENGTHS ASSUME MINIMUM 6.5' BURY DEPTH, WITH FULLY BEDDED PIPE IN POORLYGRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE.2.ASSUMES MEGALUG OR EQUIVALENT FITTINGS AND ALL BELL RESTRAINTS AS REQUIRED.3.ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEENFITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTSBETWEEN THOSE FITTINGS.4.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, COB MODIFICATIONS TO MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), OR MPWSS AS APPLICABLE. IF JOINT RESTRAINT IS NOTFEASIBLE, INSTALL THRUST BLOCKS PER SAME APPLICABLE STANDARDS.DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONPIPE DIAMETER ORFITTING TYPE8"OTHERTEE - STANDARD (ALL JOINTS WITHIN 8 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)2--8" X 6" TEE (ALL JOINTS WITHIN 6 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)--2HORIZONTAL 11.25 ELBOW (EACH SIDE OF BEND)2--HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)4--HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)7--HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)16--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)4--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2--VERTICAL 22.5 DEGREE OFFSET EACH SIDE OF UPPER BEND)7--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)3--DEAD END (INCLUDING HYDRANT LEADS)32--DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS1TYPICAL VALVE/ TEE RESTRAINTSCALE: NTS3THRUST BLOCKING FOR WATER MAIN VALVESSCALE: NTS2PIPE INSULATIONSCALE: NTS5COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\6558\002.03\ACAD\SHEETS\D-1 DETAIL SHEET.DWG PLOTTED BY:CELINE SAUCIER ON Aug/27/20212021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY SUBDIVISION - PHASE 4 WATER MAINBOZEMANMONTANAWATER DETAILS6558.002.034D-1CSCSJAU4-1-21FIRE HYDRANTSCALE: NTS402660-302660-1002660-10RECORD DRAWING4/14/22 BOZEMAN GATEWAY SUBDIVISION PUD GARFIELD LIGHTING PLAN SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\DESIGN DOCS\CALCS\ELECTRICAL\GARFIELD STREET\GARFIELD STREET POWER.DWG PLOTTED BY:ROSIE NICKELSON ON Nov/14/2024 COPYRIGHT ©MORRISON-MAIERLE, INC.,2024 ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 6558.002 E-1 BOZEMAN MONTANA ARG ARG 01/2020 AMY GALT 30605 NOV 2024 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 INCOMING ELECTRICAL SERVICE DIVISION OF RESPONSIBILITY ELEC. CONTR. UTILITY CO. PRIMARY CONDUIT X PRIMARY CONDUCTORS X POLE MOUNT TRANSFORMER X POLE RISER X TRANSFORMER CONNECTIONS X SECONDARY CONDUIT X SECONDARY CONDUCTORS X DISCONNECT X METER BASE X METER X NOTES: 1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID 2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES. POWER CONTACT: DUSTIN WORKMAN NORTHWESTERN ENERGY BOZEMAN, MT (406) 583-8118 MORRISON MAIERLE, INC. HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED IN WRITING THE FINAL REQUIREMENTS FROM THE POWER UTILITY. THESE DRAWINGS INDICATE OUR BEST ESTIMATION OF THEIR REQUIREMENTS. PRIOR TO BID CONTACT THE UTILITIES AND OBTAIN IN WRITING THEIR REQUIREMENTS. ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER SEE DETAIL 2/E0.3. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM AS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACH EF EXHAUST FAN ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTOR GFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN #NUMBER OC ON CENTER OH OVERHEAD P POLE PB PUSHBUTTON PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTON SW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR SHALL BORE/DIRECT BURY UNDER ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN CONTRACTOR'S BID PRICE. 6.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL ELECTRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALL FEES, CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF NORTHWESTERN ENERGY WORK. CONTACT LINDA GALE (PH: 406-582-4608) AT NWE FOR UTILITY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL SCHEDULES ARE MET. 8.THE GARFIELD STREET LIGHTS WILL BE INCORPORATED INTO THE SILD #699. PROJECT NOTES RECORD DRAWING BOZEMAN GATEWAY SUBDIVISION PUD GARFIELD LIGHTING PLAN SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\DESIGN DOCS\CALCS\ELECTRICAL\GARFIELD STREET\GARFIELD STREET POWER.DWG PLOTTED BY:ROSIE NICKELSON ON Nov/14/2024 COPYRIGHT ©MORRISON-MAIERLE, INC.,2024 ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 6558.002 E-2 BOZEMAN MONTANA ARG ARG 01/2020 AMY GALT 30605 NOV 2024 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E6 64W LED COBRAHEAD LUMINAIRE WITH TYPE II DISTRIBUTION, 8,580 LUMENS, MOUNTED WITH 6FT ARM ON 30FT TAPERED POLE ON CONCRETE. PROVIDE HUNTER GREEN FINISH (RAL 6005). PROVIDE AND INSTALL PER CITY OF BOZEMAN STREET LIGHTING STANDARDS. PROVIDE WITH FIELD ADJUSTABLE WATTAGE SELECTOR TO ALLOW FOR LIGHT REDUCTION. LUMEC RFS-65W40LED-3K-02-R2M-UNB- DMG-RDC7-FAWS- GREEN POLE/ 240 POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER. PROVIDE REINF. CLEARANCE PER ANCI 318. * ** *** **** ***** 6"FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 14' - 30' DEPTH ***HEIGHT AFG 7'-0"3'24" Ø (6) # 6 ****#3 AT 12" O.C. NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. L W 38" HOLD DOWN BOLTS BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE ELECTRICAL BOND, NO.6 AWG COPPER OR EQUAL NO. 30 FELT PAPER SEPARATION CONDUIT IN PLACE AS REQUIRED. PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES 1" CLEAN STONE DRAINAGE CONCRETE POLYMER PULL BOX MINIMUM INSIDE DIMENSIONS TYPE I TYPE II TIER 22 RATED W = 12" L = 18" D = 12" W = 12" L = 24" D = 12" PULLBOX DETAIL REINFORCED HAND HOLE & COVER SINGLE MEMBER TYPE MASTARM FINISHED GRADE SIDEWALK TYPE E6 STREET LIGHT POLE ELEVATION (TYP) 2"C TO LIGHTING PULLBOX2"C.O TO TRANSFORMER FINISHED GRADE NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS CONTROLLED VIA POST TOP PHOTOCELL AND TIMECLOCK (INTEGRAL TO METER PEDESTAL UNIT) CONTACTOR SHALL BE SIZED TO ACCOMMODATE ALL CIRCUITS ON LOAD CENTER METER BASE PEDESTAL WITH 120/240V, 1Ø 100A DISCONNECT PER UTILITY REQUIREMENTS. MILBANK, CP2B51115ASP WITH BASE: CP-16PDMNT-CALT INTEGRAL LOAD CENTER WITH 100A MAIN CIRCUIT BREAKER, (6) 20A/2P BREAKERS AND (2) 20A/1P BREAKERS CONCRETE BASE NOTE: CONTRACTOR SHALL PROVIDE 2-2" SPARE C.O. STUBBED TO OUTSIDE CONCRETE PAD. ALL METERING EQUIPMENT SHALL BE INSTALLED PER CITY OF BOZEMAN DESIGN STANDARDSGND PER NEC PHOTOCELL MOUNTED ON RGS CONDUIT AT 8FT AFG SECURE CONDUIT TO SIDE OF METER PEDESTAL LB INTO SIDE OF PEDESTAL METER EQUIPMENT DETAIL BOLT COUPLING (BREAKAWAY TYPE) BREAKAWAY BOLT COUPLING BOLT COVER BREAKAWAY BOLT COUPLING (ONE OF FOUR) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. BEAKAWAY BOLT COUPLING (TYP) (1) 2" C.O. PER UTILITY REQUIREMENTS 120/240V, 1P, 3W, POLE MOUNT XFMR BY UTILTY 200A METER PEDESTAL WITH 100A MAIN BREAKER (TYP). SEE METER DETAIL ON THIS SHEET ONE-LINE DIAGRAM Roadway RoadFocus RFS Cobra head (small) Lumec RoadFocus LED cobra head luminaires feature a sleek design that provides seamless replacement of existing HID luminaires. RoadFocus is available in three sizes, offers multiple lumen packages, and a complete array of optical distributions, making it an outstanding solution for all types of roadway applications. Includes Service Tag, innovative way to provide assistance throughout the life of the product. Project: Location: Cat.No: Type: Lumens: Notes: Qty: Ordering guide example: RFS-35W16LED4K-G2-R2M-UNV-DMG-HS-PH8-RCD7-GY3 Series RFS RFS RoadFocus small LED module 15W12LED 20W12LED 25W12LED 25W16LED 30W16LED 35W16LED 45W16LED 50W16LED 54W16LED 60W16LED7 20W20LED13 40W20LED13 65W20LED13 35W32LED 55W32LED 60W32LED 72W32LED 108W32LED 35W40LED13 50W40LED13 55W40LED13 65W40LED13 80W40LED13 100W40LED7,13 Options CCT 4K 3K 2.7K 11 4000K 3000K 2700K Generation G2 G2 Generation 2 Distribution Type 2 R2S Type II short (ASYM) R2M Type II Medium (ASYM) Type 3 R3S Type III short (ASYM) R3M Type III Medium (ASYM) Type 4 4 5 2 Type IV (ASYM) Type 5 Type V (SYMM) PH9 10 RCD 3, 9 PHXL 1, 10 SRD1 1 Voltage UNV 120-277V HVU 347-480V Controls 4 Options DALI 1 Digitally addressable lighting interface DMG 5 SRD 1 0-10V Sensor ready driver, standard configuration Sensor ready driver, alternate configuration HS NRC 8 NYBC PH8 1, 10 PH8/347 10, 12 PH8/480 10, 12 API FAWS 7 Factory installed NEMAlabel, ANSI C136.15-2015 compliant Field adjustable wattage selector House Side Shield, 1 per 16 LED light engine No receptacle 4-position terminal block Twist-lock photoelectric cell, UNV (120-277VAC) Twist-lock photoelectric cell (347VAC) Twist-lock photoelectriccell (480VAC) Twist-lock photoelectriccell, extended life, UNV (120-277VAC) Shorting cap Tool less receptacle fortwist-lock photocell or shorting cap, 5-pin (optional) RCD7 3,5 Tool less receptacle for twist-lock photocell or shorting cap, 7-pin (standard) SP2 TLRSR 6 1 Not available with HVU. 2 Not available with HS option. 3 4 Use of photoelectric cell or shorting cap is required to ensure proper illumination. Select either DALI or DMG or SRD or SRD1 mandatory option. 5 6 Please note this integrated feature come stand- ard with RoadFocus. Only available with SRD or SRD1 Driver Options. 7 Only available with DMG Driver Options. 8 Not available with PH8, PH8/347, PH8/480, PHXL, PH9, DALI, SRD or SRD1 Driver Options. Accessories (must be ordered as separate line item - quickly and easily installed in the field) Interact City connector node * *Contact the factory for additional support when connected lighting or additional services are desired. 20kV / 10kA Surge protector SR receptacle 9 Not available with SRD Driver Options. 10 Either RCD or RCD7 must be selected for this option. 11 12 13 Extended lead-time may apply. Consult factory. Not available with UNV. Only available with R2M or R3M distributions. Finish BK BR Black Bronze GY3 Gray WH White RoadFocus-RFS-Spec 10/19 page 1 of 5 TYPE E6 GREEN RFS RoadFocus LED Cobra head (small) 3000K LED Lumen values Ordering Code RFS-15W12LED Color Temp. 3000 Lumen Output 1,748 RFS-20W12LED 3000 2,369 RFS-25W12LED RFS-25W16LED 3000 2,708 3000 RFS-30W16LED 3000 RFS-35W16LED RFS-45W16LED 3000 3,117 3,531 3000 4,512 5,157 RFS-50W16LED 3000 5,465 RFS-54W16LED 3000 5,963 RFS-60W16LED 3000 6,500 RFS-20W20LED 3000 2,427 RFS-40W20LED 3000 4,833 RFS-65W20LED 3000 7,442 RFS-35W32LED 3000 4,875 RFS-55W32LED 3000 7,062 RFS-60W32LED 3000 7,158 RFS-72W32LED 3000 8,826 RFS-108W32LED 3000 12,219 RFS-35W40LED 3000 5,203 RFS-50W40LED 3000 6,959 RFS-55W40LED 3000 7,297 RFS-65W40LED 3000 8,580 RFS-80W40LED 3000 10,027 RFS-100W40LED 3000 12,228 Type R2M Efficacy (LPW) 124 122 109 129 122 119 114 109 113 106 124 122 116 132 132 122 121 113 147 143 134 130 127 121 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 B2-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G2 B1-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G2 B3-U0-G2 B1-U0-G1 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 Lumen Output 1,820 2,466 2,819 3,244 3,676 4,697 5,368 5,689 6,207 6,767 N/A N/A N/A 5,075 7,351 7,452 9,188 12,720 N/A N/A N/A N/A N/A N/A Type R2S Efficacy (LPW) 129 127 113 134 127 124 119 113 117 111 N/A N/A N/A 137 137 127 126 118 N/A N/A N/A N/A N/A N/A BUG Rating Lumen Output B1-U0-G0 1,743 B1-U0-G0 2,362 B1-U0-G0 2,700 B1-U0-G0 3,107 B1-U0-G0 3,520 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 4,498 5,141 5,448 5,944 B2-U0-G1 6,480 N/A N/A N/A B1-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G2 N/A N/A N/A N/A N/A N/A 2,440 4,859 7,482 4,860 7,040 7,136 8,799 12,181 5,231 6,996 7,336 8,626 10,081 12,294 Type R3M Efficacy (LPW) 124 122 108 128 122 118 114 109 112 106 124 122 117 131 132 122 121 113 148 144 135 131 128 122 BUG Rating B1-U0-G1 Lumen Output 1,766 B1-U0-G1 2,394 B1-U0-G1 2,736 B1-U0-G1 B1-U0-G1 3,149 3,567 B1-U0-G1 4,558 B1-U0-G1 5,210 B1-U0-G1 5,521 B1-U0-G1 6,024 B2-U0-G1 6,567 B1-U0-G1 N/A B1-U0-G1 N/A B2-U0-G2 N/A B1-U0-G1 4,925 B2-U0-G1 7,134 B2-U0-G1 7,232 B2-U0-G2 8,917 B2-U0-G2 12,344 B1-U0-G1 N/A B2-U0-G1 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A B3-U0-G2 N/A Type R3S Efficacy (LPW) BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 Lumen Output 125 B0-U0-G0 1,735 123 110 130 124 120 115 110 114 5,117 107 N/A N/A N/A 133 133 123 122 114 N/A N/A N/A N/A N/A N/A N/A N/A N/A 2,351 2,687 3,092 B1-U0-G1 3,504 B1-U0-G1 4,477 B1-U0-G1 B1-U0-G1 B1-U0-G1 5,422 5,916 B1-U0-G2 6,450 N/A N/A N/A B1-U0-G1 4,837 B1-U0-G2 7,007 B1-U0-G2 7,103 B1-U0-G2 8,758 B2-U0-G2 12,124 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Type 4 Efficacy (LPW) BUG Rating 123 B0-U0-G1 121 108 128 121 118 113 Lumen Output 1,805 B1-U0-G1 2,445 B1-U0-G1 2,795 B1-U0-G1 3,217 B1-U0-G1 3,644 B1-U0-G1 4,657 B1-U0-G2 5,322 108 B1-U0-G2 5,640 112 B1-U0-G2 6,154 106 B1-U0-G2 6,709 N/A N/A N/A 131 131 121 N/A N/A N/A N/A N/A N/A B1-U0-G1 5,032 B1-U0-G2 7,289 B1-U0-G2 7,388 120 B2-U0-G2 9,110 112 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A B2-U0-G2 12,611 N/A N/A N/A N/A N/A N/A Type 5 Efficacy (LPW) BUG Rating 128 B1-U0-G0 126 112 133 126 123 118 112 116 110 N/A N/A N/A 136 136 126 125 117 N/A N/A N/A N/A N/A N/A B2-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 N/A N/A N/A B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 N/A N/A N/A N/A N/A N/A 2700K LED Lumen values Ordering Code RFS-15W12LED RFS-20W12LED RFS-25W12LED RFS-25W16LED RFS-30W16LED RFS-35W16LED RFS-45W16LED Color Temp. 2700 2700 2700 2700 2700 2700 2700 RFS-50W16LED 2700 RFS-54W16LED Lumen Output 1,603 2,172 2,483 2,858 3,238 4,138 4,729 5,012 RFS-60W16LED 2700 RFS-20W20LED 2700 RFS-40W20LED 2700 2700 5,468 5,961 2,218 4,416 RFS-65W20LED 2700 6,800 RFS-35W32LED RFS-55W32LED 2700 4,470 2700 6,476 RFS-60W32LED 2700 6,564 RFS-72W32LED 2700 8,094 RFS-108W32LED 2700 11,205 RFS-35W40LED 2700 4,754 RFS-50W40LED 2700 6,359 RFS-55W40LED 2700 6,667 RFS-65W40LED 2700 7,840 RFS-80W40LED 2700 RFS-100W40LED 2700 9,162 11,173 Type R2M Type R2S Efficacy (LPW) 114 112 100 118 112 109 104 100 103 98 113 111 106 121 121 112 111 104 135 131 123 119 116 111 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 B1-U0-G1 B1-U0-G1 Lumen Output 1,669 2,261 2,585 2,975 3,371 4,307 4,923 5,217 5,692 B2-U0-G1 6,205 N/A N/A B2-U0-G2 N/A B1-U0-G1 B2-U0-G1 B2-U0-G1 4,654 6,741 6,834 B2-U0-G2 8,426 B3-U0-G2 11,664 N/AB1-U0-G1 B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A Efficacy (LPW) 119 117 104 123 117 113 109 104 107 102 N/A N/A N/A 126 126 117 115 108 N/A N/A N/A N/A N/A N/A BUG Rating Lumen Output B1-U0-G0 1,598 B1-U0-G0 2,166 B1-U0-G0 2,476 B1-U0-G0 2,849 B1-U0-G0 3,228 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 B2-U0-G1 N/A N/A N/A B1-U0-G1 Type R3M Efficacy (LPW) 113 112 99 118 112 4,125 4,714 4,996 5,451 5,942 2,230 4,440 6,837 4,457 B2-U0-G1 6,456 B2-U0-G1 6,544 B2-U0-G1 8,069 B3-U0-G2 11,170 N/A N/A N/A N/A N/A N/A 4,780 6,393 6,703 7,882 9,211 11,233 109 104 BUG Rating B1-U0-G1 B1-U0-G1 Lumen Output 1,619 2,195 B1-U0-G1 2,509 B1-U0-G1 2,888 B1-U0-G1 3,271 B1-U0-G1 4,180 B1-U0-G1 4,778 100 B1-U0-G1 5,063 103 97 114 112 107 121 121 112 111 135 131 4,516 B1-U0-G1 5,524 B2-U0-G1 6,022 B1-U0-G1 N/A B1-U0-G1 N/A B2-U0-G1 N/A B1-U0-G1 B2-U0-G1 6,542 B2-U0-G1 6,632 B2-U0-G2 8,177 103 B2-U0-G2 11,320 B1-U0-G1 N/A B2-U0-G1 N/A B2-U0-G1 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A 123 119 117 111 Type R3S Efficacy (LPW) 115 113 101 119 113 110 106 101 104 99 N/A N/A N/A 122 122 113 112 105 N/A N/A N/A N/A N/A N/A BUG Rating Lumen Output B0-U0-G0 1,591 B1-U0-G1 2,156 B1-U0-G1 2,464 B1-U0-G1 B1-U0-G1 2,835 3,213 B1-U0-G1 4,105 B1-U0-G1 4,692 B1-U0-G1 4,972 B1-U0-G1 B1-U0-G2 N/A N/A N/A 5,425 5,915 N/A N/A N/A B1-U0-G1 4,436 B1-U0-G2 6,426 B1-U0-G2 6,514 B1-U0-G2 8,031 B2-U0-G2 11,118 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Type 4 Efficacy (LPW) 113 111 99 117 111 108 BUG Rating B0-U0-G1 Lumen Output 1,655 B1-U0-G1 2,242 B1-U0-G1 2,563 B1-U0-G1 2,950 B1-U0-G1 3,342 B1-U0-G1 4,271 104 B1-U0-G2 4,880 99 B1-U0-G2 5,172 102 B1-U0-G2 5,643 97 N/A N/A N/A B1-U0-G2 6,152 N/A N/A N/A N/A N/A N/A 120 B1-U0-G1 4,614 120 B1-U0-G2 6,684 B1-U0-G2 6,775111 110 B2-U0-G2 8,354 103 B2-U0-G2 11,565 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Type 5 Efficacy (LPW) 118 116 103 122 116 112 108 103 106 101 N/A N/A N/A 125 125 116 114 BUG Rating B1-U0-G0 B2-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 N/A N/A N/A B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 107 B4-U0-G2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Actual performance may vary due to installation variables including optics, mounting/ceiling height, dirt depreciation, light loss factor, etc.; highly recommended to confirm performance with a layout - contact Applications at signify.com/outdoorluminaires. Consult DLC QPL to confirm your specific fixture selection is DLC approved. Note: Some data may be scaled based on tests of similar but not identical luminaries. RoadFocus-RFS-Spec 10/19 page 3 of 5 TYPE E6 CUT SHEET RECORD DRAWING SDSDE6 E6 FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERSFOWLER AVENUEHARMON STREAMHH HH PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. NEW LUMINAIRE STA: 0+53.36, 26.8' LT NEW LUMINAIRE STA: 4+50.89, 25.7' LT E6E6 FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERSHARMON STREAMHH HH PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. M NEW LUMINAIRE STA: 7+48.28, 26.15 LT NEW LUMINAIRE STA: 10+44.59, 26.34 LT BOZEMAN GATEWAY SUBDIVISION PUD GARFIELD LIGHTING PLAN SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\DESIGN DOCS\CALCS\ELECTRICAL\GARFIELD STREET\GARFIELD STREET POWER.DWG PLOTTED BY:ROSIE NICKELSON ON Nov/14/2024 COPYRIGHT ©MORRISON-MAIERLE, INC.,2024 ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 6558.002 E-3 BOZEMAN MONTANA ARG ARG 01/2020 AMY GALT 30605 NOV 2024 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 GARFIELD STREET LIGHTING PLAN GARFIELD STREET LIGHTING PLAN MATCHLINE STA: 7+00SEE GARFIELD (2)MATCHLINE STA: 7+00SEE GARFIELD (1)MATCHLINE STA: 13+00SEE GARFIELD (3)2 2 1 KEY NOTES METER EQUIPMENT M1. SEE DETAIL ON E-2. PROVIDE 2#10CU AND 1#10CU GND BETWEEN HAND HOLE AND LUMINAIRE SEE PULLBOX DETAIL ON E-2 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. 2 2 2 1 3 3 3 3 3 RECORD DRAWING E6 E6E6 FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS SOUTH 29THHH HH HH PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C.PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. NEW LUMINAIRE STA: 13+41.94, 24.84 LT NEW LUMINAIRE STA: 16+1.20, 26.19 LT E6 E6 FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS NOT INSTALLED BY YELLOWSTONE ORTHO. (A.B.) STA: 21+84.36, 24.80 LT SOUTH 29THHH HH PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. BOZEMAN GATEWAY SUBDIVISION PUD GARFIELD STREET LIGHTING PLAN SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\3638\009\DESIGN DOCS\CALCS\ELECTRICAL\GARFIELD STREET\GARFIELD STREET POWER.DWG PLOTTED BY:ROSIE NICKELSON ON Nov/14/2024 COPYRIGHT ©MORRISON-MAIERLE, INC.,2024 ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS. REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 6558.002 E-4 BOZEMAN MONTANA ARG ARG 01/2020 AMY GALT 30605 NOV 2024 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 GARFIELD STREET LIGHTING PLAN GARFIELD STREET LIGHTING PLANMATCHLINE STA: 13+00SEE GARFIELD (2)MATCHLINE STA: 19+00SEE GARFIELD (4)MATCHLINE STA: 19+00SEE GARFIELD (3)1 KEY NOTES PROVIDE 2#10CU AND 1#10CU GND BETWEEN HAND HOLE AND LUMINAIRE SEE PULLBOX DETAIL ON E-2 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. 1 1 1 1 1 2 2 2 2 2 INSTALLED BY SITE Z STA: 18+70.36, 26.32 LT 2 RECORD DRAWING