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HomeMy WebLinkAboutHuffine (US 191) and Laurel Parkway Traffic Signal Installation203430INDEX TO SHEETSProject No.DESIGN CRITERIASTANDARD AND SUPPLEMENTAL SPECIFICATIONS FOR ROAD ANDBRIDGE CONSTRUCTION. EDITION V5.0 EFFECTIVE JANUARY 11,2024. MONTANA DEPARTMENT OF TRANSPORTATION.UTILITY COMPANIESNOTICE TO UTILITIES SHALL BE GIVEN BY THE CONTRACTOR. THENOTICE SHALL STATE THE CONTEMPLATED START DATE,CONSTRUCTION SCHEDULE, AND AREAS TO BE DISTURBED.THE CONTRACTOR IS REQUIRED TO GIVE 24-HOUR NOTICE TO ALLUTILITIES WITHIN THE PROJECT AREA OF PENDINGCONSTRUCTION. EXISTING UTILITIES MAY EXIST AT LOCATIONSNOT SHOWN ON THE PLANS.A MONTANA 1-CALL SYSTEM EXISTS TO FACILITATE REQUESTSFOR UNDERGROUND FACILITY LOCATE INFORMATION. THECONTRACTOR IS CAUTIONED THAT ALL UTILITIES ARE NOTINCLUDED WITH THE 1-CALL SYSTEM. THE 1-CALL DISPATCHNUMBER IS 1-800-425-5555.G 1.0Project No.Know what'sbelow.before you dig.CallRW E B : w w w . h y a l i t e e n g . c o m161 W HALEY SPRINGS ROAD, STE. 101 B O Z E M A N , M T 5 9 7 1 8P H O N E : ( 4 0 6) 5 8 7 - 2 7 8 1 F A X : ( 4 0 6 ) 5 2 2 - 9 2 2 5PLANS PREPARED BY Oct 07, 2026 - 1:21pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\G 1.0 COVER SHEET.dwg MDT TRAFFIC SIGNAL - 22x34 originalsHYALITE Engineers, PLLCDESIGNED BY____________________________ DATE: _______BRETT MEGAARDPROJECT ENGINEERMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENE 10/07/2026____________________________ DATE: _______CODY KERKAERTSTAFF ENGINEER10/07/2026P R E L I M I N A R Y Sheet List TableSheet NumberSheet TitleG 1.0COVER SHEETG 1.1GENERAL NOTES & LEGENDC 1.0EXISTING SITE CONDITIONSC 1.1INTERSECTION GRADINGC 1.2SIGNAGE & STRIPINGE 1.0ELECTRICAL OVERVIEWELECTRICAL DETAILSELECTRICAL DETAILS (CONT.)ELECTRICAL DETAILS (CONT.)ELECTRICAL DETAILS (CONT.)ELECTRICAL DETAILS (CONT.)ELECTRICAL DETAILS (CONT.)ELECTRICAL DETAILS (CONT.)E 1.1E 1.2E 1.3E 1.4E 1.5E 1.6E 1.7CONSTRUCTION PLANSFOR THE HUFFINE LANE (US 191) ANDLAUREL PARKWAYTRAFFIC SIGNAL INSTALLATIONBOZEMAN, MTLAUREL PARKWAY, LLC & BAXTER CREEK, LLC 10.07.2026PROJECT LOCATIONLAUREL PARKWAY TRAFFIC SIGNAL INSTALLATION IS LOCATED IN THE S 12 OF SECTION 9, TOWNSHIP 2S, RANGE 5E, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA.THE PROJECT SITE IS GENERALLY LOCATED ALONG FALLON STREET FROM SOUTH COTTONWOOD ROAD TO SOUTH ELDORADO AVENUE.SCALE: 1" = 250'MissoulaMiles CityMaltaKalispellHelenaHamiltonGreat FallsGlendiveButteBozemanBillingsCANADAWYOMINGNORTH DAKOTAIDAHOVICINITY MAPSCALE: N.T.S.HUFFINE LNDURSTON RDBAXTER LNI-9019TH AVE CITY OFBOZEMANFOURCORNERSVALLEY CENTER RDLOVE LNFERGUSON AVEPROJECT SITECOTTONWOOD RDBABCOCK STJACKRABBIT LN HUFFINE LANEFALLON STREETWATER LILY DRIVE S. LAUREL PARKWAY STONE FLY DRIVE POND LILY DRIVEMAY FLY STREETPROJECT SITECOTTONWOOD ROADOWNER:BY: DATE:RECORD DRAWINGS10-07-2026 G1.1AS NOTEDGENERAL NOTES &LEGENDCKSANITARY SEWER MANHOLESTANDARD FIRE HYDRANTWATER SUPPLY WELLWATER MAIN VALVETEMPORARY BLOW-OFF HYDRANTSERVICEEXISTING UTILITY BOX/TRANSFORMERSIDEWALKTRAILFENCINGEXTERIOR PROPERTY LINEINTERIOR PROPERTY LINEEASEMENT LINERIGHT OF WAYROAD CENTERLINEPROPOSED 8" SANITARY SEWER MAINPROPOSED 15" SANITARY SEWER MAINPROPOSED 8" WATER MAINPROPOSED 8" SEWER FORCE MAINPROPOSED CURB AND GUTTEREXISTING BURIED FIBER OPTIC LINEEXISTING BURIED GAS LINEEXISTING OVERHEAD POWEREXISTING BURIED TV LINEEXISTING BURIED TELEPHONE LINEEXISTING 8" WATER LINEEXISTING 8" SANITARY SEWER LINEEXISTING 15" SANITARY SEWER LINEEXISTING 8" SEWER FORCE MAINPROPOSED BURIED UTILITYSECTION CORNER MONUMENT14 SECTION MONUMENTCONTROL POINT (SEE BENCHMARKS)PROPOSED STORM PONDSPROPOSED CULVERTPROPOSED VALLEY GUTTERPROPOSED STORM MANHOLE IN CURBPROPOSED CATCH BASINS IN CURBPROPOSED 12" STORM DRAIN PIPEPROPOSED 15" STORM DRAIN PIPEPROPOSED 18" STORM DRAIN PIPEPROPOSED 24" STORM DRAIN PIPEPROPOSED 30" STORM DRAIN PIPEPROPOSED 36" STORM DRAIN PIPESTORM DRAINAGE FLOW DIRECTIONEXISTING SEWER MANHOLEEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING TEMP. BLOW-OFF HYDRANTMASTER LINE & SYMBOL LEGENDSWABBREVIATIONSHYDS@CLCONCCONTCPDIDIA, ØEAEGELECELEVEQFGFMH, HTHORIZIDINTMATLMAXMECHMFRMHMJMINMISCMTLNTSO.C.ODP&PRREFREQ'DROWSCHEDSDISFSIMSPECSQSTDSVCTBCT.O.TYPU.N.O.W/W/OATCENTER LINECONCRETECONTINUOUSCONTROL POINTDRAIN INLETDIAMETEREACHEXISTING GRADEELECTRICALELEVATIONEQUALFINISH GRADEFORCE MAINHEIGHTHORIZONTALINSIDE DIAMETERINTERIORMATERIALMAXIMUMMECHANICALMANUFACTURERMANHOLEMECHANICAL JOINTMINIMUMMISCELLANEOUSMETALNOT TO SCALEON CENTEROUTSIDE DIAMETERPLAN & PROFILERADIUSREFERENCEREQUIREDRIGHT OF WAYSCHEDULESTORM DRAIN INLETSQUARE FEETSIMILARSPECIFICATIONSQUARESTANDARDSERVICETOP BACK OF CURBTOP OFTYPICALUNLESS NOTED OTHERWISEWITHWITHOUT8''S15''S8''W8''FMLPGFOOHPTVTEL8''W8''S12''ST15''ST15''SUTIL8''FM18''ST24''ST30''ST36''ST1.ALL CONSTRUCTION WORK ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITHTHE MONTANA PUBLIC WORKS STANDARD SPECIFICATION, SEVENTH EDITION, ALONG WITHTHE CONTRACT DOCUMENTS INCLUDED HEREWITH.2.ALL CONSTRUCTION WORK RELATED TO THE WILLOW PEAK DRIVE INTERSECTION ONTOHUFFINE LANE WILL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT EDITIONOF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE MONTANADEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGECONSTRUCTION, 2024 EDITION.3.THE BENCHMARK DATUM USED FOR THIS PROJECT IS ASSUMED TO BE NAVD88.4.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. UTILITIES ARE KNOWNTO EXIST IN THE PROJECT AREA. THE 1-CALL NUMBER FOR MT IS 1-800-424-5555. ALLUTILITY INFORMATION SHOWN ON THE PLANS IS FROM THE BEST AVAILABLE DATA AT THETIME OF SITE SURVEY. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FORLOCATIONS OF ALL UTILITY LINES AND SERVICES PRIOR TO CONSTRUCTIONCOMMENCEMENT.5.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY MAJOR DISCREPANCIESBETWEEN FIELD CONDITIONS AND INFORMATION SHOWN ON PLANS.6.CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONSPRIOR TO START OF CONSTRUCTION FOR THE APPROPRIATE UTILITY.7.CONTRACTOR SHALL VERIFY WITH ENGINEER ALL EXCAVATION PROCEDURES INCLUDINGSTORAGE OF TOP SOIL, DISTRIBUTION OF EXCESS SOIL, ROUGH GRADE, FINISH GRADE,ETC.8.CONTRACTOR SHALL PROVIDE POSITIVE SITE DRAINAGE AWAY FROM BUILDINGS AND/ORSTORAGE FACILITIES ON ALL SIDES AND PROTECT MATERIAL STOCKPILES FROM EROSION.9.U.N.O. BACKFILLING SHALL BE DONE IN 8" LIFTS OR LESS ACCORDING TO THE SPECIFIEDCOMPACTION STANDARDS. FILL AND BACKFILL SHALL BE COMPACTED AT OPTIMUMMOISTURE CONTENT.10.U.N.O. BACKFILL SHOULD BE COMPACTED TO 95% RELATIVE COMPACTION IN AREAS UNDERSTRUCTURES, UTILITIES, ROADWAYS, PARKING AREAS AND CONCRETE FLATWORK, AND TO90% RELATIVE COMPACTION IN UNDEVELOPED AREAS. RELATIVE COMPACTION SHALL BEIN ACCORDANCE WITH ASTM D698 COMPACTION TEST METHOD.11.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION SUBMITTALS FOR ALL COMPONENTSBEFORE INSTALLING AND CONSTRUCTING THE IMPROVEMENTS AND PRIOR TO ORDERINGTHE MATERIALS. THE ENGINEER SHALL HAVE FIVE (5) WORKING DAYS TO REVIEW THESUBMITTALS.12.CONTRACTOR SHOULD TAKE NOTE CONSTRUCTION DE-WATERING MAY BE NECESSARY.13.THE ENGINEER IS RESPONSIBLE FOR STAKING AS OUTLINED IN THE SPECIAL PROVISIONS.14.CONTRACTOR TO REFERENCE SECTION 02200 OF THE CONTRACT DOCUMENTS FORREQUIREMENTS ON EXCAVATION, BACKFILL AND COMPACTION.15.TEMPORARY MATERIALS STORAGE AND STOCKPILE LOCATION SHALL BE ON OWNEDPROPERTY IN THE VICINITY OF THE PROJECT SITE.16.MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CONTRACTDOCUMENTS AND SPECIFICATIONS.GENERAL CONSTRUCTION NOTES GENERAL STORM DRAINAGE CONSTRUCTION NOTES1.THE CONTRACTOR SHALL ADJUST ALL STORM DRAIN INLETS TO FINAL GRADE UPONCOMPLETION OF ALL CIVIL/SITE CONSTRUCTION. ANY PROPERTIES DAMAGED OROTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THECONTRACTORS OWN EXPENSE.2.STORM SEWER SYSTEM INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLECODES AND REGULATIONS.3.FOR ALL UTILITY CROSSINGS BELOW THE STORM SEWER MAIN, MAINTAIN 18" OFSEPARATION AND PROVIDE RIGID INSULATION APPROVED FOR BURY TO PROVIDE 6'EQUIVALENT BURY, IF NECESSARY. GENERAL ROAD CONSTRUCTION NOTES1.CONTRACTOR TO COORDINATE WITH ENGINEER IF USING GPS GRADE CONTROLEQUIPMENT FOR ROAD CONSTRUCTION, PRIOR TO CONSTRUCTION.CPHEC Oct 07, 2026 - 1:21pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\G 1.1 GENERAL NOTES & LEGEND.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101TRAFFIC SIGNAL CONSTRUCTION NOTES1.FURNISH AN INTUICOM BROADBAND RADIO THAT OPERATES IN THE 5.8GHZ FREQUENCYBAND AND MEETS FCC REQUIREMENTS. FURNISH A RADIO WITH AN INTEGRATED FLATPANEL ANTENNA AND IP-67 RATED ENCLOSURE TO WITHSTAND HARSH ENVIRONMENTS.RADIO MUST BE RATED TO OPERATE BETWEEN A RANGE OF -40°F AND 140 °F. PROVIDE APOWER-OVER-ETHERNET (POE) INJECTOR WITH POWER SUPPLY, SURGE PROTECTION,CAT5 CABLE AS APPROVED BY THE MANUFACTURER AND ALL NECESSARY MOUNTINGHARDWARE FOR A COMPLETE INSTALLATION.2.FURNISH A TRAFFIC SIGNAL INTERFACE SWITCH WITH A MINIMUM OF 8 COPPER PORTSAND 2 SMALL FORM-FACTOR PLUGGABLE (SFP) PORTS THAT IS DIN RAIL MOUNTABLE.FURNISH A HARDENED MANAGED SWITCH WITH LAYER 2 FUNCTIONALITY THAT MEETSNEMA TS-2 REQUIREMENTS. INCLUDE A POWER SUPPLY AND CABLING TO POWER THESWITCH FROM A STANDARD 120 VAC OUTLET.3.CONSTRUCTION REQUIREMENTS. INSTALL THE RADIO ON THE POLE AS SHOWN IN THEPLANS.1)FIELD DRILL A HOLE IN THE POLE AS APPROPRIATE FOR CABLE ENTRANCE.2)SMOOTH SHARP EDGES AND TREAT THE HOLE WITH COLD GALVANIZING COMPOUND.3)FURNISH AND INSTALL A CABLE-PROTECTING GROMMET WHERE THE CAT5 CABLEENTERS THE POLE.4)ROUTE THE CAT5 CABLE IN A CONTINUOUS RUN FROM THE RADIO TO TRAFFIC SIGNALCABINET AND PROVIDE A MINIMUM OF 6FT COILED IN THE BOTTOM OF THE CABINET.5)CONNECT THE CAT5 CABLE TO THE RADIO AS DIRECTED BY MANUFACTURER TOCREATE A WEATHERPROOF SEAL.6)PROVIDE NECESSARY GROUNDING OF THE RADIO SURGE PROTECTOR INSIDE THETRAFFIC SIGNAL CABINET AS DIRECTED BY THE TRAFFIC SIGNAL ENGINEER.4.THE TRAFFIC SIGNAL ENGINEER WILL MAKE ALL FINAL CONNECTIONS INSIDE THE TRAFFICSIGNAL CABINET AND BE RESPONSIBLE FOR PROGRAMMING THE RADIO. DURING THETRAFFIC SIGNAL TURN-ON, AIM THE RADIO AS DIRECTED BY THE TRAFFIC SIGNALENGINEER TO PROVIDE OPTIMAL SIGNAL STRENGTH. 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HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101HUFFINE LANE (U.S. 191)EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNNOTES:1.CONTOUR INTERVAL IS 1 FOOT.2.VERTICAL DATUM IS NAVD88.EXISTING ASPHALTEDGE (TYP.)EXISTING STRIPING(TYP.)AS NOTEDCKMASTER LINE & SYMBOL LEGEND FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXHYDHYD48 3 24830-4.9%-4.9%-4 . 8% -4. 8 % -1.7% - 0 . 8%-1.8%-1.9%-3.0%-3.9 %EOC: 4833.74EOC: 4833.48EOC: 4834.16EOC: 4833.45TBC: 4833.64TBC: 4833.38TBC: 4833.35TBC: 4834.18EOC: 4833.16EOC: 4832.90EOC: 4832.87EOC: 4833.70R 7 6 . 5 0 'R67.00'5.0' TYP.0'10'20'30'C1.1AS NOTEDINTERSECTIONGRADINGCKHEC Oct 07, 2026 - 1:22pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\c 1.2 intersection grading.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101NOTES:1.EG CONTOUR INTERVAL IS 1 FOOT.2.FG CONTOUR INTERVAL IS 0.5 FOOT.3.4:1 SLOPE TO TIE INTO EXISTING GRADEFROM NEW CONSTRUCTION (TYP.)4.ONLY INSTALL TRAFFIC EQUIPMENT ON THESOUTHERN LEG OF THE INTERSECTION. NOSOUTH SIDE RAMPS OR APPROACH TO BEINSTALLED IN THIS PHASE.EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVMASTER LINE & SYMBOL LEGENDINSTALLED ASPHALT APPROACH ATSOUTHERN LEG OF INTERSECTION 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OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHPOHPOHP OHPOHP OHP OHPOHPOHPOHPOHPOHP FOFOFOFO FOFO FOFOFOFOFOFO FOFOFOFO FOFOFOFOFOFO FOFOFOFOFOFO FOFOFOFO FOFOFOFOFOFO FOFOFOFOFOFO FOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFO FOFOFOFO FOFO FOFOFOFOFOFO FOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFO FOFOFOFOFOFOFOFOFOFO FOFOFOFO FOFOFO FOFOFO FOFOFOFOFOFO FOFOFOFO FOFO FOFOFOFOFOFOFOFOFOFO FOFOFOFO FOFOFOFO FOFO FOFOFOFOFOFO FOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFO XXXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX X XX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXXXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXXXXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXXX XXX XXX XXXX XXX XXXX XX WATWAT WATWATWATWATWATWATWATWAT WATWAT WATWATWAT WATWAT WAT HYDWATWAT WATWATWATWATWATWATWATWAT WATWAT WATWATWAT WATWAT WAT HYD0'60'120'180'C1.2AS NOTEDSIGNAGE & STRIPINGCKHEC Oct 07, 2026 - 1:23pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\C 1.3 SIGNAGE & STRIPING.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101LAUREL PARKWAYDEMO EXISTING 4" YELLOW EPOXY300.0'150.0'PROPOSED WHITEEPOXYPROPOSED WHITEEPOXYPROPOSED 4" DOUBLEYELLOW EPOXYPROPOSED 8" WHITE EPOXYDEMO EXISTING 4" YELLOW EPOXY300.0'150.0'PROPOSED 4" DOUBLE YELLOWEPOXYPROPOSED WHITEEPOXYPROPOSED WHITEEPOXYPROPOSED 8" WHITE EPOXYEXISTING STRIPING(TYP.)EXISTING EDGE OFASPHALT (TYP.)TURNING MOVEMENTFOR WB-67 (TYP.)EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVMASTER LINE & SYMBOL LEGENDHUFFINE LANE (U.S. 191)NOTES:1.DEMO EXISTING STRIPING AT LOCATIONS NEW STRIPING ISPROPOSED PER MDT SPECIFICATIONS SECTION 620.2.ONLY INSTALL TRAFFIC EQUIPMENT ON THE SOUTHERN LEG OFTHE INTERSECTION. NO STRIPING TO BE CONSTRUCTED IN THISPHASE ON THE SOUTHERN LEG.3.INSTALL YELLOW EPOXY ON CURB AT EACH CORNER OF THEINTERSECTION AND THE RAISED MEDIAN. FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXHYDHYDHYDWAT0'20'40'60'E1.0AS NOTEDELECTRICALOVERVIEWCKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.0 ELECTRICAL.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101CONDUIT AND WIRE SCHEDULESYMBOLSNEW BURIED CONDUITNEW CONTROLLERNEW PULL BOXNEW PEDESTRIAN SIGNALNEW SIGNAL OR LIGHT POLENEW LUMINAIRENEW TRAFFIC SIGNALNEW RADAR DETECTORHUFFINE LANE (U.S. 191)LAUREL PARKWAYEMERGENCY PREEMPTIONDETECTOR OPTICOM 722EMERGENCY PREEMPTIONDETECTOR OPTICOM 722TYPE 2 PULLBOXTYPE 3 PULLBOXTYPE 3 PULLBOXTYPE 8A CONTROLLER TYPE P PEDESTAL(DOOR ON NORTH SIDE)INSTALL NEW STREET NAMESIGN MUTCD NO. D3-1 SIGN TOBE MOUNTED ON MASTARML1HXIILQHINSTALL NEW STREET NAMESIGN MUTCD NO. D3-1 SIGN TOBE MOUNTED ON MASTARMINSTALL NEW STREET NAMESIGN MUTCD NO. D3-1 SIGN TOBE MOUNTED ON MASTARMINSTALL NEW STREET NAMESIGN MUTCD NO. D3-1 SIGN TOBE MOUNTED ON MASTARM2.5 IN. PLASTIC CONDUIT2 OF AWG NO. 8 CONDUCTOR (LIGHTING)1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF RADAR DETECTION CABLE1 OF ADVANCED RADAR CABLE1 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)1 OF 3c AWG NO. 20 SIGNAL CABLE (OPTICOM)2 - 3 IN. PLASTIC CONDUIT2 OF AWG NO. 8 CONDUCTOR (LIGHTING)1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF RADAR DETECTION CABLE1 OF ADVANCED RADAR CABLE1 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)2 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)1 OF 3c AWG NO. 20 SIGNAL CABLE (OPTICOM)120/140 VOLT UNDERGROUND 60 AMPSERVICE AND CONTROL ASSEMBLY(2) TYPE 3 PULLBOX(STAKED)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVMASTER LINE & SYMBOL LEGEND1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)3 - 3 IN. PLASTIC CONDUIT3 OF AWG NO. 6 CONDUCTOR (POWER)4 OF RADAR DETECTION CABLE2 OF ADVANCED RADAR CABLE2 OF 3c AWG NO. 20 SIGNAL CABLE (OPTICOM)4 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)8 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)1 OF CATEGORY 5 CABLE (BROADBAND)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)3 OF AWG NO. 6 CONDUCTOR (POWER)2 OF AWG NO. 8 CONDUCTOR (LIGHTING)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)2.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF RADAR DETECTION CABLE1 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)3 - 3 IN. PLASTIC CONDUIT2 OF AWG NO. 8 CONDUCTOR (LIGHTING)1 OF AWG NO. 10 CONDUCTOR (GROUND)2 OF RADAR DETECTION CABLE1 OF ADVANCED RADAR CABLE1 OF 3c AWG NO. 20 SIGNAL CABLE (OPTICOM)2 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)4 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)1 OF CATEGORY 5 CABLE (BROADBAND)2.5 IN. PLASTIC CONDUIT2 OF AWG NO. 8 CONDUCTOR (LIGHTING)1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF RADAR DETECTION CABLE1 OF ADVANCED RADAR CABLE1 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)1 OF CATEGORY 5 CABLE (BROADBAND)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)2 - 3 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF RADAR DETECTION CABLE1 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)2 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)1 OF 3c AWG NO. 20 SIGNAL CABLE (OPTICOM)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)2.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF RADAR DETECTION CABLE1 OF 15c AWG NO. 14 SIGNAL CABLE (SIG IND)1 OF 3c AWG NO. 20 SIGNAL CABLE (OPTICOM)1.5 IN. PLASTIC CONDUIT1 OF AWG NO. 10 CONDUCTOR (GROUND)1 OF 7c AWG NO. 14 SIGNAL CABLE (PED IND)NOTES:1.SEE SIGNAL STANDARDS DETAILS FOR TENONLOCATIONS. MOUNT TRAFFIC SIGNALS ON TENONS.2.INCLUDE ADVANCED RADAR DETECTION PER MDTSTANDARDS AND APPROVALS.POLE SCHEDULE123456789101112POLENO.ITEM NO.TYPETYPE POLEBASE617 713 098617 693 905617 713 098617 693 905617 673 100617 673 100617 673 100617 673 100617 673 100617 673 100617 673 100617 673 1003A-900-82A-900-53A-900-82A-900-51-1001-1001-1001-1001-1001-1001-1001-100ANCHORANCHORANCHORANCHORBREAKAWAYBREAKAWAYBREAKAWAYBREAKAWAYBREAKAWAYBREAKAWAYBREAKAWAYBREAKAWAYFOUNDATIONDIA. X DEPTH (FT)SEE DETAIL (E1.1)SEE DETAIL (E1.1)SEE DETAIL (E1.1)SEE DETAIL (E1.1)2 X 32 X 32 X 32 X 32 X 32 X 32 X 32 X 3SIGNALMASTARMLUMINAIREMASTARMLUMINAIREHEIGHTLUMINAIRETYPE50.0'35.0'50.0'35.0'15.0'15.0'45.0'45.0'LEDLEDSIGNAL & PEDESTRIANINDICATIONSPHASE DIAGRAMNORTHING117046.0015117072.1290116948.5460116914.5700116919.0022116932.7532117057.4234117067.0648117069.9699117055.6153116933.8697116920.3536EASTINGPEDESTRIAN PUSH BUTTONLEFT ARROWRIGHT ARROW362618.6689362726.9651362767.9575362656.8948362647.0620362630.1740362631.0482362642.4243362735.5007362752.5516362754.2189362739.964611111111P.W<LDXUHOL1HXIILQHP.W<LDXUHOPROVIDE 5.8GHz BROADBAND RADIOMOUNTED ON LUMINAIRE EXTENSION,AIMED TO THE EAST.INSTALL ADVANCED RADAR DETECTIONINSTALL ADVANCED RADAR DETECTIONNEW POLE LOCATIONNOTES:1.PEDESTRIAN INDICATORS AND PUSH BUTTONSONLY INSTALLED ON POLES 8 AND 9,NEW POLE LOCATIONSIGNAL HEAD 5 NOT INSTALLED 35', 40' & 45'MOUNTINGHEIGHTCOPPER GROUNDINGSTRAP BETWEENANCHOR BOLT,CONDUIT (IF METAL)AND BARE AWG NO.6GROUND WIREPEDESTRIANPUSH BUTTONWHEN SPECIFIEDTERMINALCOMPARTMENTPOLESHAFTTYPE 2ATYPE 3A2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)UPPER SHAFT4" x 6 12"HANDHOLEAND COVERPROVIDE A REMOVABLECOVER PLATE WITHEACH POLE SHAFT.COVER PLATE DETAILIS REQUIRED.2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)WELD HOOK TO POLESHAFT FOR SUPPORTOF WIRE CLAMPREMOVABLECAP2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGES FORWIRE PROTECTION)LUMINAIREMAST ARMFILLERMATERIALCLASS GENERALCONCRETEFOUNDATIONANCHOR BOLTPROTRUSION5" TO 7"ARROW TO BE LEFT ORRIGHT, OR BOTH ASREQUIRED.5" x 7 34" ALUMINUMSIGN, BLACK LETTERSON WHITE BACKGROUND.BACK OF CASTING SHAPEDTO FIT CURVATURE OF POLE.38" PLATE TOP,BOTTOM AND SIDES14" PLATE TOP,BOTTOM AND SIDES34" THREADED SCHEDULE 40A53 PIPE (BREAK SHARP EDGESFOR WIRE PROTECTION)1 " SCHEDULE 40 A53PIPE (BREAK SHARPEDGES FOR WIREPROTECTION)*1, *1A, *1B, *1C2" SCHEDULE 40 A53 PIPE(BREAK SHARP EDGESFOR WIRE PROTECTION)REMOVABLE CAPAMIN.LUMINAIRE ARMMIN. 10 GAUGEUPPER SHAFTMIN. 10 GAUGE12' 6"6"10' 0"19' 0"3" THREADED SCHEDULE 40 A53 PIPE,PROJECTING FROM SHAFT 2", WITHREMOVABLE CAP. BREAK SHARP EDGESFOR WIRE PROTECTION.7' 0"4' 0"2' 6"*7*3*2*12' 6"3' 0"*8 IS ELEVATION AT BOTTOM OF TRAF. SIGNAL HEADS (FIELD MOUNTED)*9 IS ELEVATION AT BOTTOM OF PED. SIGNAL HEADS (FIELD MOUNTED)*10 IS ELEVATION AT BOTTOM OF CONTROLLER CABINET (BAND MOUNTED)LOWER SHAFTSIGNAL ARM*3A*3B*3CNO SCALELFACE OF CURBNUSE GRADE 60 REINFORCING STEEL3"6"3"6"2" BEVELTABLE 3MTG.PTS.15'ATABLE 2DESIGN WEIGHTDESIGN AREA135 LB.MOUNTING POINTSNILNIL100 LB.9.0 SQ.FT.9.0 SQ.FT.105 LB.3.3 SQ.FT.210 LB.3.0 SQ.FT.200 LB.TABLE 1ABCDSIGNAL ARMPOLE SHAFTEFGHJFOUNDATIONKLMN20' & 25'ANCHOR BOLTS12.0 SQ.FT.80 LB.8.0 SQ.FT.4.72 SQ.FT.50', 55' & 60'30', 35', 40' & 45'TYPE (A) LOWER SHAFTTYPE (B) LOWER SHAFT15', 20', 25', 30', 35', 40'45', 50', 55', 60'19" SQ.21" SQ.19"21"2" x 48"MIN.BASEDIA.15"MIN.WALLTHICK.22" SQ.24" SQ.23"25"12' 0"3' 0"12' 0"4' 0"11' 6"11' 6"12122"2"TYPICAL SIGNAL MOUNTINGSTERMINALCOMPARTMENT55'60'12.60'12.60'BASE SECTIONEND SECTIONSIGNAL ARM SLIP JOINTSPANLENGTHLENGTH45.00'50.00'FIELD ASSEMBLEDTO ACHIEVE A SNUGTIGHT JOINT (MIN.OVERLAP NOT LESSTHAN 2.5 FT).CONNECT SIGNALS TO MAST ARMSUSING ELEVATOR PLUMBIZERSBETWEEN THE TOP AND SECONDSIGNAL DISPLAY.USE PIPE BRACKETS TO MOUNT TRAFFIC ANDPEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESSOTHERWISE SHOWN ON THE PLANS.TYPICAL FOUNDATIONNOTESDETAIL 4DETAIL 5CURBSIGNALPEDESTRIAN PUSHBUTTON SIGNTYPICAL ORIENTATION FOR PIPEBRACKET MOUNTED SIGNALSSIGNAL STANDARD TYPEDETAIL 345° (TYP.)5JHEA36 PLATEFLOWER SHAFT(TYP.)GCJPDETAIL 1SIGNAL ARM CONNECTIONUPPER SHAFTA36 PLATEA36 PLATE45° (TYP.)LOWER SHAFT15" SQ.15"DETAIL 2SHAFT TO SHAFTDETAIL 610"1" PLATE7"7"DETAIL 3LUMINAIRE ARM CONNECTIONCDLOWER SHAFTB45° (TYP.)A36 PLATE18"CJPDETAIL 6BASESIGNAL MAST ARM2"1"*2*3, 3A ,3B ,3CDETAIL 5ARM TENONS*7DETAIL 4LUMINAIRE TENONDETAIL 1 & 2*1B*1A*1C3' 0"3' 0"3' 0"12' 0"12' 0"15' 0"*1A - *1CSIGNAL*3 - *3CSIGN PANEL2"2"2"2"WATCH FORVEHICLESSTART CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHING134" x 48"1312"516"516"112" - 6 UNC - 6" A325112" - 6 UNC - 6" A325DESIGN STANDARDS IN ACCORDANCE WITH THE 2015 AASHTO LRFD SPECIFICATIONSFOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFICSIGNALS (AND ANY AMENDMENTS THERETO).DESIGN PARAMETERSDESIGN WIND VELOCITY 700 YEAR MRI BASIC WIND SPEEDFATIGUE CATEGORY 2HEIGHT AND EXPOSURE FACTOR Kzz = 16 FEETĪ¬ = 9.5zg = TAKEN AS 900 FEET FOR EXPOSURE CDIRECTIONAL FACTOR Kd = 0.95, GUST FACTOR = 1.14 DRAG COEFFICIENTSLFRD TABLE 3.8.7-1NO ICE LOADS OR GALLOPINGDESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULARTO STANDARD, AS SHOWN).DESIGN WEIGHT = DEAD LOAD.DESIGN ALL TYPE (A) LOWER SHAFTS FOR A = 40' AND A MOUNTING HEIGHT OF 45'.DESIGN ALL TYPE (B) LOWER SHAFTS FOR A = 60' AND A MOUNTING HEIGHT OF 45'.PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 GRADE 55 OR EQUAL.GALVANIZE AND THREAD THE TOP END (12" MIN.).CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS ANDGRADES PRIOR TO FABRICATION OR APPROVAL.GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER ASTM A123. GALVANIZEHARDWARE PER ASTM F2329.BASE SECTION WITHFIELD DRILLED HOLEFOR 58" BOLTEND SECTION WITH34" HOLE FOR 58"BOLT*2EMERG. VEHICLEDETECTOR*1SIGNAL*7LUMINAIRE*8SIGNALS*9PED. SIGNAL*10CONTROLLER CAB. *1, *2, *3 *1, *1A, *2, *3, *3A *1, *1A, *1B, *1C, *2, *3, *3A, *3B, *3C2' 0" MIN.3' 4"2' 0"10 OF #6 REBARM LONG (TYP.)EQUALLY SPACED212" CLEARANCE2' 6" ±1' 6"58"- 11 UNC - 212" A325 (TYP.)34" PLATE34" PLATE34"- 10 UNC - 3" A325 (TYP.)214"1412"912"114"34" PLATE612"212"12" NUT HOLDERFOR GROUNDINGNOTE: A HANDHOLE DETAIL AND A NUT HOLDER DETAIL ARE REQUIRED.NOTE: CJP IS PER DETAIL 4.4 IN TABLE 11.9.3.1-1 OF THE SPECIFICATIONS.4" x 8"HANDHOLEAND COVER7 12" DIA. HOLEIN BASE PLATESLOT =ANCHOR BOLT+ 14" (TYP.)612" *1, *1A, *1B, *2, *3, *3A, *3B58" THRUBOLT77 LB.REVISED 5-DEC-2023K OF #4REBAR HOOPS SPACEDEQUALLY AT ABOUT1' 0" CENTERS2015 LRFDTYPE 2A & 3A SIGNAL STANDARDS,FOUNDATION DETAILS, ANDTYPICAL SIGNAL MOUNTINGS1'4" LAP NOTE: CJP IS PER DETAIL 4.4 IN TABLE 11.9.3.1-1 OF THE SPECIFICATIONS.E1.1AS NOTEDELECTRICAL DETAILSCKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101 E1.2AS NOTEDELECTRICAL DETAILS(CONT.)CKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101 E1.3AS NOTEDELECTRICAL DETAILS(CONT.)CKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101 12345678910111213141588888888888101010101010444441010101010101010IDENTITYNO.DESCRIPTIVESYMBOL &WIRE SIZES10101017181920161010NON-FUSED BREAKAWAYFUSED BREAKAWAYFUSED BREAKAWAYNON-FUSED BREAKAWAYNON-FUSED NON-BREAKAWAYPROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER-RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIALIN THE GROUND OR INSTALLATION IN SUNLIGHT.THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDESA WATERTIGHT SEAL AROUND THE CABLE AND AWATERTIGHT SEAL BETWEEN THE TWO SECTIONS ATTHE POINT OF DISCONNECTION. SUPPLY EACH KIT WITHSUFFICIENT SILICONE COMPOUND TO LUBRICATE METALPARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY.WHERE INDICATED, CRIMP A COPPER PIN AND A COPPERRECEPTACLE TO THE CABLE. THE RECEPTACLE IS TOESTABLISH CONTACT PRESSURE WITH THE PIN THROUGHTHE USE OF A COPPER BERYLLIUM SPRING AND BEEQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PINIS TO BE CONSTRUCTED OF AT LEAST HALF-HARDMATERIAL. THE CRIMPING PORTION IS TO BE FULLYANNEALED WHILE THE REST OF THE PIN IS MAINTAINEDIN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLEIS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLEARE TO LOCK TOGETHER SO THE CONNECTION ISMAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDSTENSION IS APPLIED TO THE ATTACHED CABLES.PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIROF SPRING LOADED 90% CONDUCTIVITY CONTACTS FORGRIPPING A STANDARD MIDGET FERRULE TYPE FUSE.THE CONTACTS MUST BE FULLY ANNEALED ANDADAPTED TO BE CRIMPED TO THE CABLE.21TYPE 21VARIESVARIESVARIESCOPPER SPLIT BOLT -MAKE WATERTIGHT USINGSELF ADHERING MASTIC444444666666666666NO SCALETYPES 1, 6, 11 & 16TYPES 2, 7, 12 & 17TYPES 3, 8, 13 & 18TYPES 4, 9, 14 & 19TYPES 5, 10, 15 & 20WATERTIGHT CONNECTORSWATERTIGHT CONNECTORSTYPE MTYPE PABCDEFTYPE MTYPE PWIDTHHEIGHTDEPTHREVISED 22-FEB-2011CONCRETE PEDESTAL DIMENSIONSTYPICAL CABINET DIMENSIONSANCHOR BOLT PATTERNF E ABCDCONTROLLER CABINET MOUNTINGCONCRETE PADDRAINTYPE "P" CABINETTYPE "M"CABINET(VERIFY BEFORE PLACING ANCHOR BOLTS)NOTE: LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 6" AND 10" FROM THE FRONT OF THE CABINET. EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL.NOTE: LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 4" AND 8" FROM THE FRONT OF THE CABINET. EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL.4"3" MIN.2' 10"COMPLETELY SEAL THE BASEOF THE CABINET BY PLACINGSILICONE SEALANT BETWEENTHE CONCRETE PEDESTALAND THE BOTTOM OF THECABINETNO SCALE4' 0"CLASS GENERAL CONCRETEFOUNDATION3' 2"1' 7"2' 0"2' 0"3' 0"4' 0"4' 4"2' 4"2' 9"2' 0"3' 0"2' 6"4' 2"1' 5"3' 8"4' 6"2' 2"2' 0"40 12"18 12"26 12"13 12"34" SCHEDULE 80 PLASTIC CONDUIT1 BARE AWG NO. 658" x 8'COPPERWELDGROUND RODPEDESTAL MOUNTINGS FORTYPE "M" AND TYPE "P"CONTROLLER CABINETSE1.4AS NOTEDELECTRICAL DETAILS(CONT.)CKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101 REVISED: 15-APR-2014PB2PULL BOX - COMPOSITEMINIMUM DIMENSIONSTYPE 1TYPE 2TYPE 3LWDI D LI D WC LC W=======LWDI D LI D WC LC W=======LWDI D LI D WC LC W=======3"23"CONCRETE SIDEWALK OR ASPHALTSTUB CONDUIT 4" TO 6"ABOVE BOTTOM OF PULL BOX1" CLEAN STONEDRAINAGE NO HIGHERTHAN 2" INSIDEBOTTOM OF PULL BOX12"23"CONCRETE PADSTUB CONDUIT 4" TO 6"ABOVE BOTTOM OF PULL BOXWLDCWCLIDLIDW 20"13"12"17"10"18"11"25"15"12"21"11"23"13"32"19"12"28"15"30"17"1" CLEAN STONEDRAINAGE NO HIGHERTHAN 2" INSIDEBOTTOM OF PULL BOXCONDUIT IN PLACEAS REQUIREDCONDUIT IN PLACEAS REQUIRED12"3"ELECTRICAL BOND. NO.6 AWGCOPPER OR EQUAL IF METAL CONDUITELECTRICAL BOND. NO.6 AWGCOPPER OR EQUAL IF METAL CONDUITNO SCALE12"PULL BOX-COMPOSITETYPE 1,2 & 3PULL BOX INSTALLED IN A SIDEWALK OR ASPHALTPULL BOX INSTALLED IN DIRTCONDUIT & WIRINGAS REQUIRED1 BARE NO.6 AWGPLASTIC CONDUITGROUND RODCOPPERWELDSERVICE RATED200 AMP METERMAINFRONTSIDE120/240 VOLTUNDERGROUNDSERVICEN.E.M.A. TYPE 3RCABINET3'6'Min.3" Min.2" RIGID STEEL CONDUIT5' MIN.6' MAX.2" CONDUIT BODY2" RIGID STEEL CONDUITWIRING AS REQUIRED6" x 6" PRESSURE TREATEDWOOD POST 10' IN LENGTH.NO SCALE34" SCHED. 8058" x 8'UNDERGROUND SERVICEASSEMBLY DETAILUNDERGROUND SERVICE ASSEMBLY DETAILE1.5AS NOTEDELECTRICAL DETAILS(CONT.)CKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101 REVISED 15-APR-2014T1SSWATCH FORVEHICLESSTART CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHINGWATCH FORVEHICLESSTART CROSS INGDON'T STARTFINISH CROSS INGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHINGWATCH FORVEHICLESSTART CROSS INGDON'T STARTFINISH CROSS INGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHINGTERMINALCOMPARTMENTPUSH BUTTONPEDESTRIANTERMINALCOMPARTMENTTERMINALCOMPARTMENTPUSH BUTTONPEDESTRIAN10' 0"BACK OF CASTING SHAPED TOMOUNTING ON PEDESTRIAN PUSHBUTTON POST, FORM CASTINGFIT CURVATURE OF POST. FORARROW TO BE LEFT OR RIGHT,OR BOTH AS REQUIRED.TO FIT TOP OF POST.SIGN, BLACK LETTERSON WHITE BACKGROUND.SIDE OF POLETERMINALCOMPARTMENTSIDE OF POLETERMINALCOMPARTMENTREARREARTERMINALCOMPARTMENTNO SCALE3' 4" 7' 0" 7' 0"WATCH FORVEHICLES START CROSSINGDON'T STARTFINISH CROSSINGIF STARTEDDON'T CROSSTO CROSSPUSH BUTTONSTEADYFLASHINGCAPPEDESTRIANPUSH BUTTON3' 4"COPPER GROUNDING STRAP BETWEENNO.6 AWG BARE GROUND WIREOR PIGTAIL EXTENSION SECUREDUNDER ANCHOR BOLT NUT.ANCHOR BOLTCIRCLE(8 TYPICAL)ANCHOR BOLT(4 TYPICAL)ANCHOR BOLTCIRCLE(8 TYPICAL)ANCHOR BOLT(4 TYPICAL)TYPICAL OF FOUNDATIONSCAST BASE& COVERHANDHOLEPROTRUDE CONDUIT FROM3"2"6"FOUR #4 REBAR HOOPS 3"6"THREE #4 REBAR HOOPS 2"#4 REBAR HOOPS AT1'0" CENTERS#6 REBAR (3'7" LONG)#4 REBAR HOOPS AT1'0" CENTERS#6 REBAR (2'7" LONG)USE GRADE 60 REINFORCING STEEL1 ' 4 "LAP1 ' 4 "LAPFOUNDATION 3" MAXIMUMANCHOR BOLT, CONDUIT (IF METAL) &NO. 6 AWG BARE GROUND WIRE ORPIGTAIL EXTENSION.AABB2' 0" 3' 0"2' 0"2' 0"2' 0"2' 0"3' 0"4' 0"CLASS GENERALCONCRETEFOUNDATIONCLASS GENERALCONCRETEFOUNDATIONANCHOR BOLTCIRCLEANCHOR BOLT(4 TYPICAL)CC1' 6"1' 6"2' 0"CLASS GENERALCONCRETEFOUNDATION4 12" SLIPFITTER4 12" SLIPFITTER4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" SLIPFITTER4 12" SLIPFITTER4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE4 12" O.D.GALVANIZEDSTANDARDSTEEL PIPE2 12" CLEARANCE2 12" CLEARANCE5" x 734" ALUMINUMTYPE I SIGNAL STANDARDS,FOUNDATION DETAILS &PEDESTRIAN PUSH BUTTONSPEDESTRIAN PUSH BUTTONTYPE l-80TYPE l-l20 & l-l00TYPE l-l60 & l-l40SECTION C-CSECTION B-BSECTION A-ATYPE l-80TYPE l-l20TYPE l-l00TYPE l-l60TYPE l-l40E1.6AS NOTEDELECTRICAL DETAILS(CONT.)CKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101 E1.7AS NOTEDELECTRICAL DETAILS(CONT.)CKHEC Oct 07, 2026 - 1:24pmCAD FILE: M:\203430\Drawings\PHASE 2\TRAFFIC SIGNAL\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGS Bozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018HUFFINE LANE (US 191) GALLATIN COUNTY, MT10/07/2026203430MDT TRAFFIC SIGNAL - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENEPRELIM INARY& LAUREL PARKWAYMDT TRAFFIC SIGNALROAD, STE. 101