HomeMy WebLinkAboutUrban + Farm - Phase 2 Pedestrian Hybrid Beacon - Record Drawings203430INDEX TO SHEETSDESIGN 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.Project No.Know what'sbelow.before you dig.CallRG 1.0W 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 Nov 06, 2025 - 2:42pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\G 1.0 COVER SHEET.dwg
PEDESTRIAN HYBRID BEACONS - 22x34 originalsHYALITE Engineers, PLLCDESIGNED BY____________________________ DATE: _______BRETT MEGAARDPROJECT ENGINEERMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE 11/03/2025____________________________ DATE: _______CODY KERKAERTSTAFF ENGINEER11/03/2025Sheet 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.)E 1.1E 1.2E 1.3E 1.4CONSTRUCTION PLANSFOR THE COTTONWOOD ROAD ANDFALLON STREETPEDESTRIAN HYBRID BEACONSBOZEMAN, MTLAUREL PARKWAY, LLC & BAXTER CREEK, LLC 11.03.2025PROJECT LOCATIONTHE COTTONWOOD ROAD AND FALLON STREET PEDESTRIAN HYBRID BEACONS INSTALLATION IS INCLUDED AS A PART OF THE URBAN + FARM PHASE 2 PROJECT LOCATEDIN 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 AT THEINTERSECTION OF COTTONWOOD ROAD AND FALLON STREET.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 SITESOUTH COTTONWOOD ROADOWNER:FALLON STURBAN + FARM PHASE 2ELECTRICAL DETAILS (CONT.)E 1.5LIGHTING PLANE 1.6BY: DATE:RECORD DRAWINGS11-03-2025
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, 2020 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 ROAD CONSTRUCTION NOTES1.CONTRACTOR TO COORDINATE WITH ENGINEER IF USING GPS GRADE CONTROLEQUIPMENT FOR ROAD CONSTRUCTION, PRIOR TO CONSTRUCTION.CPHEC Nov 06, 2025 - 2:42pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\G 1.1 GENERAL NOTES & LEGEND.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE& FALLON STREETPEDESTRIAN HYBRID BEACONSROAD, STE. 101
4821482048194822FOFOFOFOFOFOFOFOFOFO FO FO
FOFOFOFOFOFO FO
FOFOFO FO FOFOFOFOGASGASGAS GAS
UGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSEWGASGASGASGASGASGASGASGASSEWSEWSEWSEWSEWSEWSEWSEW0'20'40'60'C1.0EXISTINGCONDITIONSFALLON STREETCOTTONWOOD ROADEXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVNOTES:1.CONTOUR INTERVAL IS 1 FOOT.EXISTING ASPHALTEDGE (TYP.)EXISTING STRIPING (TYP.)AS NOTEDCKMASTER LINE & SYMBOL LEGENDHEC Nov 06, 2025 - 2:42pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\C 1.1 EXISTING CONDITIONS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE& FALLON STREETPEDESTRIAN HYBRID BEACONSROAD, STE. 101EXISTING CURB ANDGUTTER (TYP.)EXISTING SIDEWALK (TYP.)EXISTING 12" GAS LINEEXISTING 8" GAS LINEEXISTING POWERPOLEEXISTING TREE (TYP.)EXISTING LIGHT POLEEXISTING SEWERMANHOLE (TYP.)EXISTING STORMINLETEXISTING STOP SIGNEXISTING STOP SIGNEXISTING LIGHT POLEEXISTING LIGHT POLE
TBC: 4821.29TBC: 4821.40TBC: 4821.40TBC: 4821.46TBC: 4820.82TBC: 4821.08TBC: 4821.00TBC: 4821.00LANDING: 4820.46LANDING: 4820.47LANDING: 4820.55LANDING: 4820.58LANDING: 4820.86LANDING: 4820.79LANDING: 4820.78LANDING: 4820.89RAMP: 4821.33TBC: 4821.83SWK: 4821.61SWK: 4821.49SWK: 4821.36-2.0%
-1.9%
-3.9%4820RAMP: 4820.55RAMP: 4820.40TBC: 4820.99TBC: 4820.50TBC: 4820.42SWK: 4820.33SWK: 4820.69SWK: 4820.54SWK: 4820.02SWK: 4820.16SWK: 4820.33SWK: 4820.61SWK: 4820.62SWK: 4820.80RAMP: 4820.49RAMP: 4820.55RAMP: 4820.05RAMP: 4819.92-3.6%
-
3
.
0%
-2.3%SWK: 4821.38SWK: 4821.22SWK: 4821.14RAMP: 4821.05RAMP: 4821.03TBC: 4821.25-2.4%0'10'20'30'C1.1AS NOTEDINTERSECTIONGRADINGCKNOTES:1.EG CONTOUR INTERVAL IS 1 FOOT.2.FG CONTOUR INTERVAL IS 1 FOOT.EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVMASTER LINE & SYMBOL LEGENDHEC Nov 06, 2025 - 2:43pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\c 1.2 intersection grading.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE& FALLON STREETPEDESTRIAN HYBRID BEACONSROAD, STE. 101PROPOSED RAISEDMEDIANPROPOSED RAISEDMEDIANPROPOSED RAMPEXTENSION (TYP.)FALLON STREETCOTTONWOOD ROAD
14.0'
15.5
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15.0'14.0'REMOVE EXISTING PEDESTRIANRAMP AND REPLACE WITH FULLHEIGHT CURB AND GUTTERREMOVE EXISTING PEDESTRIANRAMP AND REPLACE WITH FULLHEIGHT CURB AND GUTTERNOTES:1.NEW PEDESTRIAN RAMP LAYOUT SHOWN AT EACHCORNER TO TIE INTO EXISTING CURB ELEVATIONSAND SIDEWALK.
FOFOFOFOFOFO FO
FOFOFOFO
FO FOFOFOGASGAS
UGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPSEWGASGASGASGASGASGASSEWSEWSEWSEWSEW0'30'60'90'C1.2AS NOTEDSIGNAGE & STRIPINGCKFALLON STREETCOTTONWOOD ROAD
EXISTING STRIPING (TYP.)EXISTING EDGE OFASPHALT (TYP.)NOTES:1.CONFIRM EXISTING STRIPING ON-SITE MATCHES WHAT IS SHOWNBEFORE INSTALLING PROPOSED STRIPING.2.PROPOSED CURB FOR THE RAISED MEDIANS ON FALLON STREET ARETO BE PAINTED WITH YELLOW EPOXY PAINT AND DELINEATORS NEED TOBE INSTALLED ON EACH CORNER OF THE MEDIANS.EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVMASTER LINE & SYMBOL LEGENDPROPOSED W11-2 36"X36"WITH "AHEAD" PANELHEC Nov 06, 2025 - 2:44pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\C 1.3 SIGNAGE & STRIPING.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE& FALLON STREETPEDESTRIAN HYBRID BEACONSROAD, STE. 101205.0'
130.0'
50.0'
96.0'PROPOSED STRIPING (TYP.)PROPOSED CROSSWALKSTRIPING (TYP.)PROPOSED STOP BARSTRIPING (TYP.)PROPOSED W11-2 36"X36"WITH "AHEAD" PANEL ONEXISTING STREET LIGHT POLEPROPOSED W11-2 36"X36"WITH W16-7P 24"X12"PROPOSED W11-2 36"X36"WITH W16-7P 24"X12"PROPOSED R10-6 24"X36"PROPOSED R10-6 24"X36"PROPOSED R10-6 24"X36"PROPOSED R10-6 24"X36"PROPOSED R10-23 24"X30"PROPOSED R10-23 24"X30"PROPOSED R10-23 24"X30"PROPOSED R10-23 24"X30"PROPOSED R3-5R 30"X36"PROPOSED R3-5R 30"X36"RELOCATE EXISTINGSTOP SIGNRELOCATE EXISTINGSTOP SIGN8.0' (TYP.)2.0'
FOFOFOFOFOFOFOFOFOFO FO FO
FOFOFOFOFOFO FO
FOFOFO FO FOFOFOFOGASGASGAS GAS
UGPUGPUGPUGPUGPUGPUGPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSEWGASGASGASGASGASGASGASGASSEWSEWSEWSEWSEWSEWSEWSEW0'20'40'60'E1.0AS NOTEDELECTRICALOVERVIEWCKPOLE SCHEDULE1234POLENO.TYPE POLEBASE118302.56118316.61118293.42118326.56365320.73365319.16365422.04365431.37ANCHORBREAKAWAYANCHORBREAKAWAYFOUNDATIONDIA. X DEPTH (FT)SEE DETAIL (E1.1)2 X 3SEE DETAIL (E1.1)2 X 3SIGNALMASTARMLUMINAIREMASTARMLUMINAIREHEIGHT50.0'50.0'15'-40'-CONDUIT AND WIRE SCHEDULESYMBOLSNEW BURIED CONDUITNEW CONTROLLERNEW PULL BOXNEW PEDESTRIAN SIGNALNEW SIGNAL OR LIGHT POLENEW VEHICLE SIGNAL INDICATIONSIGNAL & PEDESTRIANINDICATIONSFALLON STREETCOTTONWOOD ROADTYPE 2 PULLBOX(NEW LOCATION)SERVICE CABINET 20 AMP AND METER (NEW LOCATION)2.0 IN. PLASTIC CONDUIT3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)1 OF AWG NO. 10 CONDUCTOR (GROUND)CONTROLLER CABINET (NEW LOCATON)3.0 IN. PLASTIC CONDUIT1 OF 5 AWG NO. 14 SIGNAL CABLE1 OF 9 AWG NO. 14 SIGNAL CABLE2 OF 12 AWG NO. 14 SIGNAL CABLE3 OF AWG NO. 6 CONDUCTOR (CONTROLLER)EXTG. OVERHEAD POWEREXTG. BURIED TELEPHONEEXTG. BURIED FIBER OPTICSEXTG. BURIED POWEREXTG. BURIED GASEXTG. BURIED TVEXTG. TREEEXTG. POWER POLEEXTG. LIGHT POLEEXTG. TELEPHONE PEDESTALEXISTING SIGNOHPTELFOUGPGASTVMASTER LINE & SYMBOL LEGENDPEDESTRIAN PUSH BUTTONLEFT ARROWRIGHT ARROW11HEC Nov 06, 2025 - 2:44pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.0 ELECTRICAL.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE& FALLON STREETPEDESTRIAN HYBRID BEACONSROAD, STE. 1013.0 IN. PLASTIC CONDUIT1 OF 5 AWG NO. 14 SIGNAL CABLE1 OF 9 AWG NO. 14 SIGNAL CABLE2 OF 12 AWG NO. 14 SIGNAL CABLE1 OF AWG NO. 10 CONDUCTOR (GROUND)3.0 IN. PLASTIC CONDUIT1 OF 5 AWG NO. 14 SIGNAL CABLE1 OF 12 AWG NO. 14 SIGNAL CABLE1 OF AWG NO. 10 CONDUCTOR (GROUND)3.0 IN. PLASTIC CONDUIT1 OF 5 AWG NO. 14 SIGNAL CABLE1 OF 12 AWG NO. 14 SIGNAL CABLE1 OF AWG NO. 10 CONDUCTOR (GROUND)3.0 IN. PLASTIC CONDUIT1 OF 9 AWG NO. 14 SIGNAL CABLE1 OF 12 AWG NO. 14 SIGNAL CABLE1 OF AWG NO. 10 CONDUCTOR (GROUND)3.0 IN. PLASTIC CONDUIT1 OF 9 AWG NO. 14 SIGNAL CABLE1 OF 12 AWG NO. 14 SIGNAL CABLE1 OF AWG NO. 10 CONDUCTOR (GROUND)3.0 IN. PLASTIC CONDUIT1 OF 5 AWG NO. 14 SIGNAL CABLE1 OF 12 AWG NO. 14 SIGNAL CABLE1 OF AWG NO. 10 CONDUCTOR (GROUND)TYPE 2 PULLBOX(NEW LOCATION)INSTALL PUSH BUTTON, CROSSINGSIGN (R10-3e) AND PUSH BUTTONSTATION EXTENSION ONTOPEDESTAL POLE #2INSTALL PUSH BUTTON, CROSSINGSIGN (R10-3e) AND PUSH BUTTONSTATION EXTENSION ONTOPEDESTAL POLE #4NORTHINGEASTINGEXISTING LIGHT POLE CONFLICTS WITHTHE PROPOSED LOCATION OF POLE #1,LIGHT POLE AND LUMINAIRE TO BEREMOVED AND A NEW LUMINAIRE ISPROPOSED WITH POLE #1 (TYPE 3A)EMERGENCYPREEMPT DETECT--NOTES:1.CONDUIT UNDER THE ROADWAY SHALL BE SCHEDULE 80.2.THE OPERATION OF PEDESTRIAN HYBRID BEACONS SIGNAL (HAWK)SHALL BE IN ACCORDANCE WITH THE MUTCD.3.THE PEDESTRIAN PHASE SHALL BE 6 SECONDS FLASHING YELLOW, 4SECONDS STEADY YELLOW, 7 SECONDS WALK TIME (SOLID RED) AND 28SECONDS CLEARANCE TIME (FLASHING RED).4.THE SIGNAL CONTROLLER CABINET SHALL BE WESTERN SYSTEMS, TS-2OR APPROVED EQUAL.5.THE TRAFFIC CONTROLLER SHALL BE YUNEX M-60 OR APPROVEDEQUAL.6.EDI MMU2-16le MALFUNCTION MANAGEMENT UNIT SHALL BE INSTALLED.7.PEDESTRIAN PUSH BUTTONS SHALL BE POLARA THAT HAVE 3-WIREINSTALLATION AND BLUETOOTH.8.INSTALL INTUICOM AX5i COMMUNICATIONS RADIO.POLE #3 (TYPE 2A)NEW POLE LOCATION
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 Nov 06, 2025 - 2:45pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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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 CABINETSE1.2AS NOTEDELECTRICAL DETAILSCKHEC Nov 06, 2025 - 2:45pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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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 DIRTE1.3AS NOTEDELECTRICAL DETAILSCKHEC Nov 06, 2025 - 2:45pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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E1.4AS NOTEDELECTRICAL DETAILSCKHEC Nov 06, 2025 - 2:45pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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E1.5AS NOTEDELECTRICAL DETAILSCKHEC Nov 06, 2025 - 2:45pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.1 ELECTRICAL DETAILS.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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FOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FOFO
FO FO FO FO FO
FOFOFOFOFO FO
FO FO FOFOFOFOFOFOFOFOGASGAS GAS GAS GAS GAS OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSEWSEWSEWFOGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEW0.40.91.11.00.90.80.70.40.20.61.11.31.10.90.80.60.40.20.71.41.51.20.90.70.50.30.20.71.41.51.31.00.70.50.30.20.71.31.51.20.90.70.50.30.20.61.11.31.10.90.70.50.40.20.40.81.01.00.80.70.60.40.20.30.60.80.80.80.70.60.40.30.20.40.60.70.70.70.60.50.30.20.30.50.60.70.70.70.70.4LUMINAIRE SCHEDULELUMINAIREQTYARRANGEMENTDESCRIPTIONARRANGEMENTWATTS1SingleRFS-45W16LED3K-G2-R2S-UNV-DMG-FAWS-PH9-RCD7-GY345.11MOUNTING HEIGHT(FT)40.0'AUNITS(Fc)AVERAGE0.70MAX1.5MIN0.2AVG/MIN3.50CALCULATION SUMMARY0'10'20'30'E1.6AS NOTEDLIGHTING PLANCKFALLON STREETCOTTONWOOD ROAD
HEC Nov 06, 2025 - 2:46pmCAD FILE: M:\203430\Drawings\PHASE 2\PHB\CONSTRUCTION DRAWINGS\E 1.2 LIGHTING.dwg
REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC161 W. HALEY SPRINGSBozeman, MT 59718Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018COTTONWOOD ROAD GALLATIN COUNTY, MT11/03/2025203430PEDESTRIAN HYBRID BEACONS - 22x34 originalsSCALESHEET TITLEDESIGN BYMONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN
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ENE& FALLON STREETPEDESTRIAN HYBRID BEACONSROAD, STE. 101LUMINAIRE: A0.7 FOOT CANDLE CONTOUR0.6 FOOT CANDLE CONTOUR0.5 FOOT CANDLE CONTOUR0.4 FOOT CANDLE CONTOUR0.3 FOOT CANDLE CONTOURLEGENDNOTES:1.PHOTOMETRIC DESIGN ACCOUNTS FOR EXISTING LUMINAIRES NORTHAND SOUTH OF THE INTERSECTION.