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Last modified
9/24/2024 12:46:08 PM
Creation date
9/24/2024 12:46:02 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Change Order
Approved Date
01/31/2024
Control Number
2024-027A
Agenda Item Number
12.G.1.
Entity Name
Halley Engineering Contractors, Inc.
Subject
Change Order No. 3 for 66th Avenue Roadway Widening from 49th Street to 69th Street &
Construction of 53rd Street Signalized Intersection
Bid Number
IRC-1505
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• <br /> INDIAN RIVER COUNTY - TRAFFIC SIGNAL GENERAL NOTES EXHIBIT A-PAGE 3 S <br /> 1.)ALL WORK SHALL BE N ACCORDANCE WITH THE CURRENT EDITIONS OF DHE FOLLOWING:MANUAL ON UNIFORM 24.)TOE CONTRACTOR SHAD.PROVIDE AND MAINTAIN PORTABLE CHANGEABLE(VARIABLE)MESSAGE SIGNS(PCMS)FOR A PERIOD 31.)WHEN TRUED DETERMINES THAT THE NEED FOR A TRAFFIC SIGNAL IS CRITICAL TO THE PUBLIC WELFARE.EARLY <br /> TRAFFIC CONTROL DEVICES(MUTED):FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD OF TWO WEEKS.THE PCIS WILL BE LOCATED AT AN APPROPRIATE DISTANCE N ADVANCE OF THE APPROACHES TO ME NEW TURN-ON OF THE SIGNAL MAY BE REQUIRED BEFORE ME COMPLETION OF THE CONTRACT F THIS NEED ARISES,RCM) <br /> AND BRIDGE CONSTRUCTION(STANDARD SPECIFICATIONS)JULY 2021.FLORIDA DEPARTMENT OF TRANSPORTATION SIGNALIZED NTERSECTION AS SPECIFIED BY TILE MAINTAINING AGENCY'S ENGINEER.TIE PENS WILL BE PROVIDED ONE(1)WEEK MAY ASSUME THE RESPONSIBILITY FOR MAINTENANCE AND LIABILITY,OR NEGOTIATE DARN THE CONTRACTOR FOR <br /> STANDARD PUNS FY 2022-2023,ALL SUPPLEMENTS THERETO;NATIONAL ELECTRIC CODE INDIAN RIVER COUNTY PRIOR TO TIE SCHEDULED ACiNATON TO PULL COLOR OPERATION AND SHALL REMAIN NU <br /> PCE FOR ONE(I)WEEK FOLLOWING MAINTENANCE AND LABILITY.FOR SUCH A SIGNAL.NEW SIGNALS SWAN.N0/BE PLACED ON FULL COLOR OPEPLTKN UNTIL <br /> ACTUATION.LOST OF FURNISHING PODS TO BE INCLUDED UNDER PAY ITEM N0.102-I-MAINTENANCE OF TRAFFIC. THE DATE OF INSPECTION EXCEPT AS STATED ABOVE.NEW SIGNALS SHAD.BE FLASHED NO LESS TA WEEK OR MORE <br /> TRAFFIC SIGNAL SPECIFIATKNAN <br /> S:AND Y OR ALL INDIAN RIVEUN <br /> R COUNTY TRAFFIC ENGINEERING DIVISION REQUIREMENTS. 25.)N ACCORDANCE WITH FOOT STANDARDS&SPECIFICATIONS.ME CONTRACTOR SHALL PROVIDE THE ASSOCIATED TRAFFIC SIGNAL TITUN TNG WEEKS PRIOR TO THE INSPECTION.SIGNAL HEADS MUST BE BAGGED WITH BURLAP OR TURNED BACK UNTIL THIS <br /> 2.)THE AGENCY RESPONSIBLE FOR NAN TENNLCE OF ME TRAFFIC SEM L AND RELATED COMMUMCATIONS EOUIPMORT IS AIINUEACTURER WARRANTIES FOR THE ASSOCIATED MATERIALS AND/OR EWIPMENT PRIOR TO ME ANAL ACCEPTANCE OF THE <br /> NOM RIVER COUNTY TRAFFIC ENGINEERING DMSION(INCTED)(772)226-1547.ALL TRAFFIC SIGNAL AND RELATED TRAFFIC SIG AL A POWER SFRVICF <br /> COMMUNICATIONS EQUIPMENT WHEN USING PAY ITEM SERIES:632,634,635,660,670.684 AND 685 FOR THIS 26.)PRIOR TO ACTIVATION THE PEWS SIGN SHALL BE: 1.POWER SERVICES SHALL FOLLOW TILE LATEST STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARD <br /> CONTRACT SHALL BE COMPATIBLE WITH IRCTED5 CENTRAL COMPUTER NETWORK SYSTEM.PRIOR TO ANY PURCHASING OF(PANEL ONE-LINE I)"TRAFFIC' PLANS 639-001,539-002. <br /> THE ABOVE PRODUCTS,ENSURE THEY AVE BEEN APPROVED FOR SYSTEM COMPATTBNIY BY TILE MAINTAINING AGENCY. (PANEL ONE-WE 1)'SIGNAL' 2.SERVICE BREAKER BOX SHALL BE SQUARE-0 MODEL/0024L70PB,OR APPROVED EOUNALENT. <br /> 3.)NOTED SHALL BE NOTIFIED AT(772)226-1517 AT LEAST'TWO(2)FULL BUSINESS DAYS PRIOR TO ANT WORK (PANEL ONE-LIVE 3) L BE" 3.POWER SERVICES ARE TO E 120/240 VAC WITH TRIPLEX SERVICE DROP HARE WITH TWO BLACK AND ONE WHITE CABLE <br /> BEING PERFORMED AT A SIGNALIZED LOCATION N ORDER TO PROPERLY TRANSFER MAINTENANCE RESPONSIBILITIES. FROM SERVICE GROUNDDISCONCO TOPOWERSERVICE LN EION PONT. <br /> (PANEL TWO-LINE IJ'ACTIVE' 5.ALL HARM HALL BE GALVANIZED OR ALUMINUM. <br /> 4.)ED CONTRACTOR SHALL ST ALL REMOVEDOBA TRAFFIC,FL067SIGNAL 226-3 EXCEPT CONCRETE STRAIN POLES,TO (PANEL TWO-LINE 2)"OFA DAY' 5.MAST ARM POWER SERVICES SHALL BE MOUNTEDAVON A SOB POLE. <br /> LOCATED AT 4548 41ST STREET.VERT RELATE FL 3296](772)226-3460.THE COST OF DELIVERY TO IRCTED (PANEL TWO-UNE 3)'MONTIH XX' 6.UNDERGROUND POWER SERVICE SHALL HAVE A LOAD PULL BOX AND A SEPARATE LINE PULL BOX A7 THE <br /> SHALL BE NCLUDED IN TIE REMOVAL OF THE RELATED SIG AL PAY ITEM.THE CONTRACTOR SHALL CONTACT THE SERVICE PRINT. <br /> IRCOED SEVEN(7)FULL BUS/NESSTA <br /> GAYS PRIOR TO THE DELIVERY OF ANY REMOVED EOVIPMENT.CONTRACTOR 5 SUBSTITUTION FOR TINE WORD"DAY SMALL BE AS FOLLOWS: ].CONCRETE STRAIN POLE INSTALLATIONS SHOULD HAVE OE POWER SERVICE MOUNTED ON THE STRAIN POLE. <br /> RESPONSIBLE FOR CONCRETE STRAIN POLE DISPOSAL AT THE CONTRACTOR'S EXPENSE. SUNDAY AS SUN' B. TRAFFIC sIf.NAI CONTROL I ER <br /> 5.)INE CONTRACTOR SHALL BE ADVISED TMT OTHER PROJECTS MAY BE UNDER CONSTRUCTION CONCURRENTLY WITH MONDAY AS'MDV' 1.SHALL BE COMPATIBLE WITH ECONOLITE SYSTEM SOFTWARE. <br /> ME-I15 PROJECT AND THAT COORDINATION EFFORTS MAY BE NECESSARY.ME CONTRACTOR SHALL BE RESPONSIBLE FOR TUESDAY AS TIES' 2.SHALL HAVE INTERNAL R J.SMALL AVE ITERAL RRAILROAD PREEMPTION WITH IMMEDIATE RETURN TO COOROPATION. <br /> LROSED CAPABILITIES. <br /> DETERMINING THE CONSTRUCTION SCHEDULE AND FOR THE AMOUNT OF COORDINATION REQUIRED.THE COST SHALL BE WEDNESDAY AS VIED' <br /> INCLUDED IN TILE BID. THURSDAY AS'AUR" C. TRAFFIC SIGNAL COMMUNICATIONS INTERCONNECT <br /> 6.)LOCATIONS,ELEVATIONS AND DIMENSIONS OF EXISTING FEATURES ARE SHOWN ACCORDING TO TIE BEST FRIDAY AS TRY" NOTE:VARIANCE TO COMMUNICATION INTERCONNECT DUE TO DESIGN CRITERIA WOULD REQUIRE PRIOR APPROVAL FROM <br /> INFORMATION AVAILABLE AT TIE TIME OF INE PREPARATION OF THESE PLANS.TE CONTRACTOR SHALL VERIFY THE SATURDAY AS SAT' WDWN RIVER COUNTY. <br /> LOCATIONS,ELEVATIONS AND OTHER FEATURES AFFECTING HIS/HER WORK PRIOR TO CONSTRUCTION AND NOTIFY THE I.1140 2"CONDUITS SHALL BE INSTALLED WITH ALL E&STALNECT'RUNS. <br /> 2.PULL BOXES CONTAINING DG INRESCDYARD ARE 6.BE INSTALLED AT NO MORE THAN 1000 FOOT INTERVALS MARKED <br /> ENGINEER IMMEDARIY AND PRIOR TO AM FURTHER RELATED WORK ACTMry WHEN CONFLICT BETWEEN DRAWINGS AND SUBSTITUTION FOR THE WORD'IAONOf SHALL BE AS FOLLOWS: 'TRAFFIC 5K?ML'(FOOT DESIGN STANDARD PLAN 635-001). <br /> ACTUAL CONDITIONS ARE DISCOVERED. JANUARY AS JN' J.FIBER OPTIC INTERCONNECT RUNS SHALL AVE A SLACK/SPLICE BOX AT ALL SIGNALIZED INTERAECTIONS MARKED'FIBER <br /> 7.)THE CONTRACTOR SHALL ALL SUNSHINE STATE ONE-CALL AT I-000-A32-4]]0 FOR LOCATIONS OF UTILITIES FEBRUARY AS"FEB" OPTICS".SUCK/SPLICE BOXES SWILL CONTAIN A MINIMUM OF 100 FEET OF FIBER OPTIC CABLE SUCK(FOOT DESIGN <br /> WITHIN THE ARFA(S)OF CONSTRUCTION FOR THIS PROJECT A MINIMUM OF THREE(3)FULL BUSINESS WARS PRIOR TO MARCH AS'AMR' STANDARD 635-001)AND SHALL BE LOCATED AT NO MORE THAN I/2-MILE INTERVALS. <br /> ANY DIGGING OR EXCAVATION ACTMIES.TEE CONTRACTOR SHAT ALSO BE RESPONSIBLE TO CONTACT ANY UTILITY APRIL AS APR" 4.FIBER OPTIC CABLE SHALL BE 96-FIBER SINGLE MODE.A/14 AWG(OR IRC-APPROVED ALTERNATIVE)TRACE WIRE <br /> OWNER(S)THAT MAY NOT BE A'SUNSHINE"MEMBER. MAY AS'AMY SMALL BE INSTALLED WITH TE FIBER RUN. <br /> 8.)EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.INE CONTRACTOR SWILL BE SOLELY JUNE AS JUN' S.THE CBLE.FI ERON FROM ICE INETSUCSH PUCE BOX TO THE RIASIGNCABINET(PIG MINA SPAM E A 12-FIBER SINGLE <br /> MODE CABLE. BEN M THE CABINET SHALL BE OX TO THE IN A FIBER OPTIC TERMINAL PANEL.THE FRIER ABLE SHALL <br /> RESPONSIBLE FOR THE LOCATION AND PROTECTION,REPAIR AND/OR REPLACEMENT OF ALL UDUTES THAT MAY BE JULY AS JUL' NOT BE RUN BEHIND SHELVING. <br /> EECTED <br /> AECTED BY THE CONSTRUCTION OF THIS PROJECT.EXISTING UTILITIES SHOAL BE MAINTAINED IN SERVILE DURING AUGUST AS AUG' 6.IN THE CABINET,DATA CONVERSION WILL BE ACCOMPLISHED WITH EXTREME NETWORKS MODEL SW 4GBP.200T.2-SEP, <br /> CONSTRUCTION UNLESS OTHERWISE APPROVED BY TINE UTILITY OWNER.THE CONTRACTOR SHALL BE RESPONSIBLE TO SEPTEMBER AS SEP- PRT NO. 1680],6-100 BIT PORTS WITH N POE AND 2-SEP AT ONE GIG,OR IRC-APPROVED EOUNALENT. <br /> OR <br /> CODINATE ANY REQUIRED UTILITY RELOCATIONS. OCTOBER AS'OCT" ]A RADIO LINK SHOULD BE ECONOUTE MNICOM RADIO ACCESS POINT OR REMOTE STATION.INCLUDES MOUNTING <br /> HARDWARE.PoE INJECTOR OR APPROVED EOUNALENT. <br /> 9.)THE CONTRACTOR SHALL NOTIFY ALL INVOLVED UTILITIES TWO(2)FULL BUSINESS oars IN ADVANCE.BEFORE NOVEMBER AS NON' <br /> SETING ERAEIC SIGNAL POLES OR PERFORMING ANY DIGGING OR OTHER EXCAVATION WORK.SO THAT A COMPANY DECEMBER AS'DEC" 0. TRAFFIC SIGNAL MAST ARM <br /> REPRESENTATIVE CAN BE PRESENT THE LOCATION OF THE UTILITIES SHOWN N THE PLANS ARE APPROXIMATE ONLY. I.MAST ARMS SHAD.FOLLOW ME LATEST STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS <br /> THE EXACT LOCATION SHALT.BE DETERMNED BY THE CONTRACTOR.KNOWN UTILITY COMPANIES INCLUDE: SUBSTITUTION FOR THE WORD*XX"SHALL BE AS FOLLOWS: 649-030.649-031. <br /> 2.EACH LUMINAIRE SHALL BE PHOTO CELL CONTROLLER AND NOT POWERED THROUGH SIGNAL CABINET WIRING <br /> COMPANY FACILJTFS CONTACT TELEPHONE NUMBER THE NUMERICAL DAY OF THE MONTH,FROM ONE(1)TO THIRTY-ONE(31).ME DATES LESS TNN TEN(10)SMALL BE PRECEDED SHALL BE 110 ARC OR LARGER SIZE AWG.LUMPWRE CASING SHALL HAVE AN I.R.C.SUPPUED STICKER ADHERED <br /> SUNSHINE STATE ONE CALL 811 BY A ZERO(0):EXAMPLE:'JAN Or FOR JANUARY 3RD. TO THE CASING. <br /> AT&T TELEPHONE LUKE FOLKERTS (407)496-6041 J.MAST ARM POLES ARE TO HAVE A TERMINALCOMPARTMENT IN PUCE OF A HAND HOLE,PER STANDARD 649-051. <br /> TY GAS COMPANY OF FLORIDA GAS DOROTHY HAMILTON (321)638-3412 27.)AFTER THE TURN-ON,THE PCIS SHOAL BE CHANCED TO: 4.MAST ARM MOUNTING HEIGHT(MEASUREMENT UB,STANDARD PLAN 649-030)SHALL BE 19-FEET FOR HORIZONTAL <br /> COMCAST CABLE ANTHONY SPRINGSTEEL (772)321-3425 (PANEL ONE-LINE 1)TRAFFIC AND 20-FEET FOR VERTICAL MOUNTED SIGNALS,IN THE ABSENCE OF GEOMETRIC ABNORMALITIES. <br /> FPL(MDMA RIVER) ELECTRIC ROB MORRIS (772)223-4215 (PANEL ONE-UNE 2)SIGNAL' 5.ALL MAST ARMS SHALL BE GALVANIZED STEEL WITH FACTORY FINISHED LES GOVERNMENT AMS-SID 595/14066 <br /> INDIAN RIVER COUNTY PUBLIC WORKS SIGNALIZAMN JON ANKENY (772)226-1565 (PANEL IWO-LINE I)NOW' (HIGHWAY GREEN)IN ACCORDANCE WITH FOOT. <br /> N BOYER (772)226-1027 (PANEL TWO-LINE 2) ACTIVE" 6.EACH TERMINAL COMPARTMENT SHALL HAVE A 20 CIRCUIT AWB/11 TERMINAL BLOCK. <br /> INDIAN RIVER COUNTY WATER A SEWER JOI <br /> O.ALL CAST ARM POLES SCANT HAVE MASTRELIOVEN3AR T O.VIBE WITH Rl1-D ENDS HEAD LUMINAIRES,ED E <br /> INDIAN RIVER COLMY WATER et SEWER JESSE ROIAND (]]2)226-1636 PANEL TWO,LIVE I AND LINE I.SFNL1 FLtSH THREE(3)DMFS BEFORE REVERTANT PACK TO PANEL ONE. OBSTRUCTIONSSIGNSOR DESIGN CEI' ARE TO HAVE LED.INS SHALL <br /> CONTROLLED <br /> ED ROM AED STREET <br /> NAME SKIS WITH LOCAL STREET NAMES AND WHITETOBORDER.ME SKIS SCELL BE LORETIED FROM A PHOTO CELL <br /> DT THE CONTRACTORA SHALL BE RESPONSIBLEFIS FORQCONTACTING REG ME.COMPANYSH BE RELECTRICALNPOWER TO PRIOR TO SIGNAL ACTIVATION WOW D TT)SIGNAL.FILA CABINET THE SIGNS ARE NOT TO NAVE POLE PHOTO CELL.THE STREETIGNAME SIGNS ARE TO BE <br /> DETERMINE IF A SERVICE PROCESSING FEE REQUIRED.IF REQUIRED,FEE SHALL BE REFLECTED M THE MOUNTED WITH AXED BRACKETS ON THE ARM BETWEEN THE POLE AND ME FIRST TRAFFIC SIGNAL <br /> CONTRACTOR'S BID UNIT PRICE FOR ELECTRICAL POWER SERVICE ASSEMBLY. PANEL 1 PANEL 2 <br /> 11.)THE CONTRACTOR SHALL COORDINATE AND FIELD VERIFY LOCATION(S)OF ME ELECTRIC SERVICE POINT PRIOR TO I E TRAFFIC SIGNAL FRI FS&SPAN WIRE <br /> INSTALLING CONDUIT DISCONNECT SWITCH.AND PULL BOXES. T R A❑F❑F❑I❑L c I■IFi mrm a l l■ I.POLES SHALL FOLLOW THE LATEST STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARD PIAN <br /> ❑©N ■❑�ul■❑- . 641-010. <br /> 11.)IT SHOULD BE NOTED 11417 NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY • 2,STRAIN POLES SHALL HAVE LED..COBRA HEAD STYLE LUMINAIRES.BARRING OBSTRUCTIONS OR DESIGN CRITERIA.EACH <br /> JACKING OR TRENCHING.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE JOB SRE CONDITIONS I/t/I ❑❑❑© M 0 N TIM X^',, 3.ALL E SALL BE PHOTO CELL CONTROLLER AND NOT POWERED THROUGH SIGNAL CABINET. <br /> BEFORE SUBMITTING BIO PROPOSALS N ACCORDANCE WITH SECTION 2-4 OF THE FOOT SPEC/MATIONS. J.ALL ABOVE GROUND CONDUIT SHALL BE HD GALVANIZED. <br /> IJ. THE CONTRACTOR SPALL MAINTAIN TRAFFIC IN ACCORDANCE WITH THE APPLICABLE GUIDELINES SET FORTH N FOOT 4.BOTH UPPER AND LOWER SPAN SMALL BE NO LESS MHN 3/8 MCH CABLE WIRE. <br /> 5.THE SIGNAL CABLE SHALL BF ATTACHED TO THE MESSENGER WIRE BY LASHING RODS. <br /> DESIGN STANDARD INDEXES 102-600 THROUGH 660:ME MUTED;AND SECTION 102 OF THE STANDARD SPECIFICATIONS. AFTER SIGNAL ACTIVATION <br /> NI.)THE CONTRACTOR SHALL MAKE ALL VIDEO DETECTORS INSTALLED AS PART OF ME PROJECT FOLLY OPERATIONAL N F. TRAFFIC SINAL HFAOs <br /> ACCORDANCE M1THH MER ASSOCIATED ISOLATED NIERSECEKN SIGNAL TIMING CHART PRIOR TO THE ACTIVATION OF THE PANEL 1 PANEL 2 1. TRAFFIC SIGNALS MOUNTED ON SPAN CABLE ARE TO BE LICHTWBGHT MCCAN SIGNAL,(RED SECTION TO BE ALUMINUM <br /> SIGNAL. �1 AND ALL OTHER SECTIONS TO BE POLY PLASTIC) 12 INCH INDICATIONS. _ <br /> 15.)THE CONTRACTOR SHALL VERIFY ALL SIGNAL POLE ELEVATIONS AND LOCATIONS INCLUDING POSSIBLE UTILITY ❑T R A❑F❑F 1❑©❑ ■■©`-I m11■■■� MOUNTING SHALL BE2. TRAFFIC HORIZONTAL USING PELCO TRO BRAC OR MOUNTED ON A/AST SUPPORTS ARE TO BE AE-APLL PROVED EQUIVALENT SPAN MOUNNUAI ANGAIN SIGNAL 12-NCH T NSIGNA.S ARECONFLICTS PRIOR E <br /> WITCO,FOOT ANDTINDIAN RIVER PROCUREMENT. <br /> REQUIREMENTSSHALL VER/EY THAT FOR LOW PONT OF CLERANCE.ALL SIGNAL ASSEMBLIES ❑E❑ EIDE❑ ■ramurif ra■I, TO SIGNAL POLE ELEVATIONS WILL MEET BTRAFFIC SIGNALSE MOUNTED DARE TOCAL L VEHICLE BE SUPPUEDD WITH CALLS ARE L.EO.lO HAVE INDIATIOS INCLUDINGTVE BACK PLATES. <br /> ALL ARROWS AND YELLOWS. <br /> SHAD.AVE A VERTICAL CLEARANCE OF 17.5 FEET MINIMUM AND 19 FEET MAXIMUM FROM THE BOTTOM OF THE ❑❑❑ ❑❑❑❑ .■■■■■■■ 4. TRAFFIC SIGNALS ARE TO BE SUPPLIED WIM TUNNEL VISORS. <br /> ASSEMBLY TO ME ROAD, 5. MAFFIC SICHALS AND ASSOCIATED ACCESSORIES,INCLUDING BUT NOT LIMITED TO BACKPIATES SHALL BE MKCAN. <br /> 16.)UNDER NO CIRCUMSTANCES SHALL ENERGIZED SIGNAL CABLE BE PLACED IN THE SAME CONDUIT OR PULL BOX AS 6. PEDESTRIAN SIGNALS ARE TO BE COUNT DOWN PEDESIRWN SIGNALS MTM INTERNATIONAL-SD <br /> HAND/ANN DETECTION CABLE OR COMMUNICATION. 2B.)ME ENGINEER OR CONTRACTOR SHALL SUBMIT N WRITING A REQUEST FOR SIGNAL ALTA/ARUN(TURN-ON)TO THE (SYMBOLS)WITH FULL(NOT OUTLINE)L.E.D.INDICATIONS.EACH CORNER WILL BE E EONSD WITH ONE SEVEN CONDUCTOR CABLE <br /> MAINTAINING AGENCY ME MAINTAINING AGENCY WILL SCHEDULE THE SIGNAL ALIS'ION A MINIMUM OF SEVEN(7)DAYS AFTER FOR PEDESTRIAN SIGNAL HEAD AND ONE!OUR CONDUCTOR CABLE FOR PEDESTRIAN DETECTOR.THESE CABLES WILL RUN <br /> 1].)ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITHSEMANNT LEGIBLE WEATHERPROOF NOTIFICATION TEAT THE SIGNAL HAS BEEN PLACED N FLASHING MODE AND INSPECTIONS BY MAINTAINING ACENCI'FORCES HAW FROM ON <br /> PEDESTRIAN SIGNAL AND DETECTOR DIRECTLY TO CONTROLLER BOX.(NO SPLICES.)PEDESTRIAN DETECTOR SIGNS <br /> TAGS DMT AREB <br /> SECURELY ATTACHED TO EACH PAF THE TAGGING SYSTEM PROPOSED MULL BE SUBMITTED FOR BEN COMPLETED ARE TO BE RIO-31. <br /> APPROVAL OATH THE TIER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT. 29.)THE CONTRACTOR SHALL BE PRESENT AND SHALL CONDUCT THE TURN-ON TO FULL COLOR OPERATION IN THE PRESENCE OF G. VIDEO DETECTORS <br /> IB.)TILE CABINET DOOR SHALL OPEN AWAY FROM THE INTERSECTION UNLESS SPECIFIED OTHERWISE. ME MAINTAINING AGENCY'S ENGINEER NO ACINATIONS SHALL BE SCHEDULED ON MONDAYS,FRIDAYS OR WEEKENDS UNLESS I. VIDEO DETECTION SYSTEM SHALL BE TRAFISENSE2 632 FUR OR In-APPROVED EQUIVALENT. <br /> 19.)TRAFFIC SIGNAL ACCEPTANCE TESTING PROCEDURES SHALL BE IN ACCORDANCE VAIN SECTION 611 OF THE OMERRWSE APPROVED BY THE MAINTANNG AGENCYS ENGINEER.ANY PROPOSED OR NECESSARY SCHEDULE CHANGE DURING ME H. BI1F0 SURVFII MINCE <br /> STANDARD SPECIFICATIONS SEVEN(7)DAYS PRIOR TO SCHEDULED TURN-ON WILL E AT THE DETERMINATION AND DISCRETION OF THE MAINTAINING AGENCY'S 1. VIDEO CAMERAS SMALL BE AXIS 06075-E P12 DAME NETWORK CAMERA WITH SURGE PROTECTOR AND AVIS <br /> 20.)THERE WILL E A 90 DAY WARRANTY PERIOD SUBJECT TO THE EOUBEMENTS CONTAINED IN ENGINEER. EB144 60 W INDUSTRIAL MIDSPAN POE POWER SUPPLY,LATEST TECHNOLOGY OR IRC-APPROVED EQUIVALENT. <br /> ARTICLE(SECTIONS 611-5 THROUGH 611-7.3)"CONTRACTOR'S WARRANTY PERIOD FOR SIGNAL INSTALLATIONS'AS 30.)UPON COMPLETION AND FINAL ACCEPTANCE OF THE PERMANENT TRAFFIC SIGNAL INSTALLATION BY INDIAN RIVER COUNTY,THE <br /> I. WATTERY ACK-UP <br /> FOUND IN FOOT 5DARD SPECIFICATIONS FOR RAD AND BRIDGE CONSTRUCTION. SIGNALS AND EQUIPMENT SHALL BE MAINTAINED BY IETEO, <br /> 1. BATTERY BACKUPSYSTEM IS l BE USED ON ALL P2000E-TSI UNLESS OTHERWISE STATED.T. <br /> OF THE CONTRACTOR SHAG PROVIDE FOUR COPIES OF IAND A(/ALL APP VED SHOP D PUGS.ALSO A COPY P.BATTERY BACKUP SHALL BE LAYERS UPS SYSTEM MP2000E-EB WITH STANDING GENET,EXTERNAL GENERATOR <br /> OF SHOP DRAWING AND A COPYT C NASI RM SPECIFICATION AND ANY/ALL APPROVED SHOP DRAWINGS AT ME TIME PLUG.ETHERNET CARD. <br /> OF SIGNAL CONDITIONAL ACCEPTANCE INSECDON BY ME MAINTAINING AGENCY. _ <br /> 22.)ALL SUBMITTALS AND SHOP DRAWINGS SCALL BE STANDARD <br /> TETE ELECTRONICALLYCWICITO TILE ENGINEER OF RECORD FOR �IpA0I.'141:F PROFES MARIE BAHR,P.E,SLATE OF FLORIDA 'i 53RD STREET AND 66TH AVENUE <br /> REVIEW IN ACCORDANCE H SECTION 603 OF THE STANDARD SECICGIIONS. 1W D // PROFESSIONN ENGINEER,LICENSE N0.58925 �yNIIlEY_W_+til-l2i <br /> ALL SOSIMM S SHOULD E SEM TO: PT' °[ppm ILLS pry HAS BEEN ELEcmONKULY SKalm AND IRC-1505 <br /> (551)NIM-ONSANDWMTE.COY \' SEALED BY PATRICIA MIRE NRR,P.E.ON SII�dMOIVS <br /> (561)4]B-]B4B W &TS 9/2B/2022 RISBN A SD-1 AUTHENTICATION CODE Ar��wr. .R^ <br /> 23.)THE CONTRACTOR SHALL SUBMIT IN WRITING A REQUEST FOR SIGNAL INSPECTION TO ME MAINTAINNG AGENCY. o EV r�v,a� Aravw.�MO ATMA... GENERAL NOTES <br /> (ALLOW TWO(2)WEEKS FOR SIGNAL INSPECTION). €��PANTED CONES OF THS DDCUYEM ARE NOT 1 Mm® m .0s <br /> , <br /> FRTOM IL\\N` OLAIAOAWCS COPIES.LOST E S AIRED RI MTI / TD. C.O. AL R.R. 219 362 3'.062103 <br /> ` _ _ T-3 T-104/ <br /> A.AAUTu.wJAM.vmlul-*•" iuex....IlM'+AW+....Aum.VhrU <br />
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