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HomeMy WebLinkAbout2023-027A IRC-1505 Change Order Concurrence No. 03 DATE OF ISSUANCE:01/09/2023 EFFECTIVE DATE:01/09/2023 OWNER: Indian River County CONTRACTOR Halley Engineering Contractors, Inc. Project: 66TH AVENUE ROADWAY WIDENING (49TH STREET TO 69Th STREET) OWNER'S Project No. IRC-1505 OWNER'S Bid No. 2021018 FM No.: 436379-1-54-01 &436379-1-54-02 You are directed to make the following changes in the Contract Documents: Description: Proceed with construction of 53rd Street Signalized Intersection at 66th Avenue in accordance with Simmons &White (Engineer-of-Record) plans Signed & Sealed dated September 28, 2022 (see Exhibit As a result,the following new pay items will be added to the Contract for means of compensation for this extra work in accordance with the Specifications&Contract Documents: PHASE IA SIGNALIZATION-53RD STREET NEW PAY CO#03 CO#3 UNIT ITEM NO. DESCRIPTION UNIT QTY PRICE CO#03 TOTAL 101-1 MOBILIZATION/DEMOBILIZATION LS 1 $ 65,680.00 $ 65,680.00 102-1 MOT LS 1 $ 16,249.00 $ 16,249.00 110-1-1 CLEARING AND GRUBBING LS 1 $ 3,450.00 $ 3,450.00 630-2-11 CONDUIT(SIGNAL)(F&I)(UNDERGROUND) LF 236 $ 58.80 $ 13,876.80 630-2-12 2"CONDUIT SIGNALS(F&I)(UNDER LF 300 $ 58.80 $ 17,640.00 PAVEMENT) (DIRECTIONAL BORE)(5 RUNS) 630-2-12 2"CONDUIT SIGNALS(F&I)(UNDER LF 220 $ 58.80 $ 12,936.00 PAVEMENT) (DIRECTIONAL BORE)(1 RUN) 630-2-12 2"CONDUIT SIGNALS(F&I)(UNDER LF 150 $ 58.80 $ 8,820.00 PAVEMENT) (DIRECTIONAL BORE)(6 RUNS) 632-7-1 SIGNAL CABLE(F&I) PI 1 $ 17,325.00 $ 17,325.00 633-2-31 FIBER OPTIC CONNECTION (INSTALL) (SPLICE) EA 1 $ 55.34 $ 55.34 633-3-11 FIBER OPTIC CONNECTION HARDWARE (F& I) EA 12 $ 1,627.50 $ 19,530.00 (SPLICE ENCLOSURE) 633-3-15 FIBER OPTIC CONNECTION HARDWARE (F&I) EA 1 $ 1,811.25 $ 1,811.25 (PATCH PANEL, PRETERMINATED) 635-2-11 PULL &SPLICE BOX(F& I)(SIGNAL) EA 22 $ 1,680.00 $ 36,960.00 635-2-12 PULL&SPLICE BOX(F&I)(SIGNAL) (24 x 36) EA 1 $ 2,630.25 $ 2,630.25 639-1-122 ELECTRICAL POWER SOURCE(F&I) AS 1 $ 3,843.00 $ 3,843.00 (UNDERGROUND) 639-2-1 ELECTRICAL SERVICE WIRE(F&I) LF 300 $ 6.72 $ 2,016.00 PAGE 1 OF 3 IRC-1505 639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I)(POLE) EA 1 $ 2,499.00 $ 2,499.00 PRE-STRESSED CONCRETE POLE(F& I)(TYPE P-II 641-2-12 SERVICE POLE) EA 1 $ 2,719.50 $ 2,719.50 646-1-11 ALUMINUM SIGNAL POLES(F&I)(PEDESTAL) EA 4 $ 2,257.50 $ 9,030.00 649-21-10 STEEL MAST ARM(F&I)(WS-170)(SINGLE ARM) EA 2 $ 82,950.00 $ 165,900.00 (60') 649-21-15 STEEL MAST ARM(F&I) (WS-170)(SINGLE ARM) EA 2 $ 89,250.00 $ 178,500.00 (70') 650-1-14 TRAFFIC SIGNAL(F&I) (ALUMINUM)(3-SECT)(1 AS 8 $ 1,722.00 $ 13,776.00 WAY) 650-1-16 TRAFFIC SIGNAL(F&I)(ALUMINUM)(4-SECT) (1 AS 4 $ 2,472.75 $ 9,891.00 WAY) 653-1-11 PEDESTRIAN SIGNAL(F&I)(LED COUNTDOWN) AS 4 $ 924.00 $ 3,696.00 (1 WAY) 660-4-11 VIDEO DETECTION SYSTEM (F&I)(CABINET) EA 8 $ 7,491.75 $ 59,934.00 660-4-12 VIDEO DETECTION SYSTEM (F&I)(ABOVE EA 4 $ 11,586.75 $ 46,347.00 GROUND EQUIPMENT) 665-1-11 PEDESTRIAN DETECTOR(PUSH BUTTON)(F&I) EA 4 $ 220.50 $ 882.00 (STANDARD) 670-5-110 TRAFFIC CONTROLLER ASSEMBLY(F&I)(NEMA) AS 1 $ 50,610.00 $ 50,610.00 682 1 133 CCTV CAMERA(F&I)(DOME PTZ, NON- 682-1-133 ON EA 1 $ 9,712.50 $ 9,712.50 PRESSURIZED)(IP, HIGH DEFINITION) 684-1-1 MANAGED FIELD ETHERNET SWITCH, LAYER 2 EA 1 $ 6,825.00 $ 6,825.00 (F&I) 700-1-60 SINGLE POST SIGN(REMOVE) AS 2 $ 131.25 $ 262.50 700-5-22 INTERNALLY ILLUMINATED SIGN(F& I) EA 4 $ 4,410.00 $ 17,640.00 (OVERHEAD) (12-18 SF) 715-5-31 LUMINAIRE AND BRACKET ARM (F& I) EA 4 $ 3,307.50 $ 13,230.00 $ 814,277.14 Reason for Change Order: The purpose of this Change Order is to provide the means to compensate the Contractor to construct a new signalized intersection on 66th Avenue at 53rd Street. This scope of work was not included at time of original bid. Attachments:(List documents supporting change) • Exhibit A: Signalization Plans 53rd Street and 66th Avenue Intersection (10 Pages) • Exhibit B: Change Order 03 Back-up Documentation (2 Pages) o Appendix A: Engineer's Estimate and Backup Documentation ( 20 pages) o Appendix B: Contractor's Cost Submittal (4 pages) PAGE 2 OF 3 IRC-1505 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES Description Amount Description Time Original Contract Price $32,728,137.85 Original Contract Time: (days or dates) Substantial Completion: 720 Final Completion: 750 Net Increase(Decrease)from $786,817.35 Net change from previous Change previous Change Orders No.01 Orders No.01 to 02: (days) to 02: Substantial Completion: 60 final Completion: 60 Contract Price prior to this $33,514,955.20 Contract Time prior to this Change Change Order: Order: (days or dates) Substantial Completion: 780 Final Completion: 810 Net increase of this Change $814,277.14 Net increase this Change Order: Order: Substantial Completion: (days or dates) Final Completion: 0 0 Contract Price with all $34,329,232.34 Contract Time with all approved approved Change Orders: Change Orders: (days or dates) Substantial Completion: 780 Final Completion: 810 ACCEPTED: RECOMMENDED: APPROVED: John Morris Kelly Cowger,P.E. Kirstin Leiendecker, P.E. �ig,tal y signed by John JohMoesV6) 0� 1'). Date:2023.O1.73 Morris 08:59:01-05'00' ( CONTRACTOR(Signature) ENGINEER .nature) OWNER(Signature) PAGE 3 OF 3 ♦ S INDIAN RIVER COUNTY EXHIBIT A-PAGE 1 INDEX OF SHEETS SHEET No. DESCRIPTION BOARD OF COUNTY COMMISSIONERS T-1 KEY SHEET STATE OF FLORIDA T-2 TABULATION OF QUANTITIES q ooyy T-3 GENERAL NOTES 10 0% PLANS T-4 & T-5 SIGNALIZATION PLANS �.1 .\VER Q., T-6 MAST ARM TABULATION& SIGN DETAILS Q'-i11.7.-- -' sC T-7 MAST ARM ASSEMBLIES 0 �(�;�� Z T-8 THRU T-10 SIGNAL DETAILSa�1o. •. • GT-1 REPORT OF CORE BORING SHEET TSR VO''' • 66TH AVENUE ROADWAY WIDENING, STANDARDS AND SPECIFICATIONS: PHASE 1A 49TH STREET TO 57TH STREET, FLORIDA DEPARTMENT OF TRANSPORTATION.STANDARD PLANS 2022-2023 EDITION AND STANDARD SIGNALIZATION PLANS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION JULY 2021 EDITION.AND INDIAN RIVER COUNTY SIGNALIZADON SHOP DRAWINGS TYPICALS FOR THE ANNUAL SIGNAL INSTALLATION 53RD STREET AND 66T/�H AVENUE INTERSECTION TO BE SUBMITTED BY EMAIL TO: CONTRACT,AS AMENDED BY CONTRACT DOCUMENTS. IR`j.1505 TRICMOSIMMONSANDWHITE.COM MAINTENANCE OF TRAFFIC: FOR INDEX/'S USE F.O.O.T.STANDARD PLANS T01-600.601,602.603,604,613,615.660&661 I - PLANS PREPARED BY: a. wa "". SIMMONS&WHITE.INC. u..�r.—_..._ �1 ae.aw Una 009 ; I---." I ij • 2501 METROCENTRE BLVD WEST,SUITE 3 APPIJCABLE DESIGN STANDARDS REVISIONS 6uwn mumenarlce `�F ®srotmlGray. GH,^- WEST PALM BEACH,FL 33407 O ,..„an PNlo Cgumy Q M1OI3 Sono°' 6 I P�A For"DeDesign St Standards a the Modifications click on SchoO16darC Oesgn Standards-Of the following 0.6 site: 111 illi hftps//wwwidot.gov/design/stondordplons/corrent .. . . >nx _ ...._ v •1 Vt., fQ . Firm. S • 'GIS,.SCna01© NOTE:THE SCALE OF THESE PLANS MAY LHAVE CHANGED DUE TO REPRODUCTION. ,y.. .._m 'v ! Fast Potwar. I'• 9 ENGINEER'S CERTIFICATION . . _..>.a r_...... SEC. 17, 18, 19, 20, TWP. 32S., ROE. 30E. I HEREBY TIAL� EA1TAHEEDSNSAND TANCOMPLIANCE WITH EIOhAN S AND CRITERIA IN EFFECT ON THIS DATE FOR PALM BEACH COUNTY 66TH AVENUE = 45 M.P.H. SPEED LIMIT r ENGINEERING DEPARTMENTTNSPO AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION. 9 53RD STREET = 45 M.P.H. SPEED LIMIT DATE PROFESSIONAL ENGINEER 156925 9 • PATRICIA BARR,P.E. LOCATION MAP HOT TO Sala PROJECT LOCATION _ + 2 PAIRICN OILOL SOO P E..SIAIE OF RORIM `tilliullul PROFEssIONAL ENcwcEa,ucllrsE No.saszsQVFIITH 53RD STREET AND 66TH AVENUE Rr Digitally signed THIS ITER HAS BEEN EI.ECIRONIGALLY SIGNED AND by Patricia Barr IRC-1505 S/LB/B/PATRICW MIS-fMAR,P.E.ON SIMMONS �. •_9/26/2022 Lls.c A 'El AurHFMMATION CODE. Date: KEY SHEET Man.NO WET Or -711 1'""c:)'-'1:PRNiED COPIES OF THIS OOCUMENn ARE NOT 2022.09.26 ` '--°"°"""e"d s,+.a.a�wi_¢,s..n:7-7,,�e,,.e-.e.e e DRAW ClirCOM JOEI NO U:I NAJA\VH,y\\ CONSIII1CARSIGNE CODE MUST DL VERIFIED ON ANY 1 15:43:22-04'00 I TB CO A.L. �R.R �h 21-082 21082001 'T-1 T-10,1 ihr 111111 ELECTRONIC COPIES. II/ 41 EXHIBIT A-PAGE 2 PAY ITEM NOTES- 101-1 INCLUDES ALL NECESSARY EQUIPMENT INCLUDING A TWO PERSON BUCKET TRUCK FOR USE BY THE ENGINEER OR COUNTY REPRESENTATIVE DURING INSPECTION OF TRAFFIC SIGNAL. 102-I INCLUDES ALL COSTS ASSOCIATED WITH FURNISHING,INSTALLING MAINTAINING AND REMOVAL OF ALL ITEMS TABULATION OF QUANTITIESTOTAL GRAND OF MANTENANCE OF TRAFFIC NOT PAID FOR UNDER SEPARATE ITEMS. U THIS SHEET TOTAL REF. 630-2-11 SHALL BE INSTALLED PER SECTION 630 OF FDO$STANDARD SPECIFICATIONS.ALL CONDUITS SHALL ENTER PAY ITEM T-4 75 SHEET PILL BOXES AS REQUIRED IN FOOT STANDARD PLAN 635-001.ALL CONDUIT SHALL BE 1 INCH.SCHEDULE I DESCRIPTION UNIT PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL 40 PVC UNLESS SPECIFIED OTHERWISE IN THE PLANS OR SPECIFICATIONS.ALL SPARE CONDUITS SHALL NO. ENTER THE SIGNAL CABLE PULL BOX UNLESS OTHERWISE STATED IN THE PLAN. 101-1 MOBILIZATION/DEMOBILIZATION LS 1 1 630-2-12 SHALL Q MULTIPLEFOR INCH SCHEDULE E0 PVC SLEEVES PER BORE.SEE SPECIFIC RMA SHEETS 102-1 MOT 1S 1 1 FOR NUMBER REQUIRED FOR THE BORE.LALL DIRECTIONALTS. BORING SHALL BE DONE IN CONFORMANCE WITH FOOT UTILITY ACCOMMODATIONS MANUAL REQUIREMENTS. 110-1-1 CLEARING AND GRUBBING LS 1 1 632-7-1 SHALL BE INSTALLED PER FOOT STANDARD PLAN 634-001 AS APPLICABLE.THREE SPARE CONDUCTORS 630-2-11 CONDUIT(SIGNAL)(F&I)(UNDERGROUND) LF 236 236 236 PER SIGNAL CABLE ARE REQUIRED.SPARES SHALL BE GROUNDED TO THE BUS GROUNDING FACILITY N THE __-- 630-2-12 2'CONDUIT-SIGNALS(F&I)(UNDER PAVEMENT)(DIRECTIONAL BORE)(1 RUN) Lf 220 220 220 CONTROLLER CABINET MAST ARM CABUNG SHALL CONSIST OF A TWENTY CONDUCTOR IMSA-19 SIGNAL FROM CONTROL CABINET TO EACH MAST ARM.EACH CONDUCTOR SHALL BE TERMINATED UPON THE 630-2-12 2'CONDUIT-SIGNALS(F&I)(UNDER PAVEMENT)(DIRECTIONAL BORE)(5 RUNS) IF 300 300 300 20 TERMINAL-TERMINAL BLOCK LOCATED IN THE TERMMNL COMPARTMENT OF SEE MAST.A SEPARATE IMSA-19 SEVEN CONDUCTOR SHALL BE RON FROM THE TERMINAL BLOCK TO EACH SIGNAL HEAD. 630-2-12 2"CONDUIT-SIGNALS(F&I)(UNDER PAVEMENT)(DIRECTIONAL BORE)(6 RUNS) LF 150 150 150 PEDESTRIAN SIGNALS SHALL HAVE A SEVEN CONDUCTOR TO EACH PEDESTRIAN SIGNAL HEAD ALONG WITH A FOUR CONDUCTOR FOR THE PEDESTRIAN DETECTORS.SPAN WIRE INSTALLATIONS SHOULD CONSIST OF A 632-7-1 SIGNAL CABLE(F&I) RI 1 1 1 SEPARATE IMSA-19 TWELVE CONDUCTOR CABLE TO EACH APPROACH.PEDESTRIAN SIGNALS SHALL HAVE AN IMSA-19 SEVEN CONDUCTOR TO EACH CORNER ALONG WITH A FOUR CONDUCTOR FOR THE PEDESTRIAN 633-2-31 FIBER OPTIC CONNECTION(INSTALL)(SPLICE) EA 1 DETECTORS THESE CABLES SHOULD RUN FROM PEDESTRIAN SIGNAL TO CONTROL CABINET DIRECTLY. 633-3-11 FIBER OPTIC CONNECTION HARDWARE(F&I)(SPLICE ENCLOSURE) EA 12 _ 633-3-15 TRAFFIC SIGNAL CABINET INSTALLATIONS WITH FIBER OPTIC PATCH PANELS CONTAINING TWELVE OR LESS 633-3-55 FIBER OPTIC CONNECTION HARDWARE(F&I)(PATCH PANEL,PRETERMINATED) EA 1 CONNECTORS SHALL BE DIN RAIL MOUNTED ON THE NON-HNGED SIDE OF THE CABINET.FIBER OPTIC CABLING SHALL BE INSTALLED TO ALLOW REMOVAL WITHOUT REMOVAL OF OTHER CABINET COMPONENTS 635-2-11 PULL&SPLICE BOX(F&I)(SIGNAL) EA 22 22 22 SUCH AS SHELVING.THE MAXIMUM PATCH PANEL SIZE SHALL NOT EXCEED 6.3 INCHES X 5.5 INCHES X 2.0 INCHES. 635-2-12 MULL&SPLICE 80X(F&I)(SIGNAL)(24 B 36) EA 1 1 1 --- 635-2-11 SHALL BE INSTALLED IN ACCORDANCE WITH FOOT DESIGN STANDARD PLAN 635-001,AND IT SHALL BE THE 639-1-122 ELECTRICAL POWER SOURCE(F&I))(UNDERGROUND)(PURCHASED BY AS 1 1 1 RESPONSIBILITY OF THE CONTRACTOR ID SIZE THE PULL BOXES SUCH THAT THEY WILL ALLOW PLACEMENT CONTRACTOR) OF ALL CABLES INSIDE THE PULL BOXES WHILE MAINTAINING THE REQUIRED MINIMUM BENDING RADII ON THE CABLES AND NOT EXCEEDING THE MAXIMUM BENDING RADII OF THE CABLES.PULL BOX COVERS SHALL 639-2-1 ELECTRICAL SERVICE WIRE(F&I) LF 300 300 300 BE FOOT APPROVED OF NON-METALUC CONSTRUCTION WITH RECESSED COVER LOGO'TRAFFIC SIGNAL'OR'FIBER OPTIC'AS APPROPRIATE.PULL BOXES SHALL BE OUAZITE AND PLACED BEHIND CURB 639-3-11 ELECTRICAL SERVICE DISCONNECT(F&I)(POLE) EA 1 1 1 AND GUTTER.IF THERE IS NO CURB AND GUTTER,THE PULL BOXES SHALL BE PLACED A MINIMUM OF 7 FEET FROM THE EDGE OF PAVEMENT WITH PULL BOXES AND UDS BENG TRAFFIC BEARING.PULL BORES 641-2-12 PRE-STRESSED CONCRETE POLE(F&I)(TYPE P-II SERVICE POLE) EA 1 _ 1 1 SHALL NOT BE PLACED N PEDESTRIAN RAMPS.PULL BODES SHALL HAVE CONCRETE MOWER PADS N 646-1-11 ALUMINUM SIGNAL POLES(F&I)(PEDESTAL) EA 4 4 4 ACCORDANCE WITH STANDARD DESIGN PLAN 635-DO1. 649-21-10 STEEL MAST ARM(F&I)(W5-170)(SINGLE ARM)(60') EA 2 2 2 639-1-112 SHALL INCLUDE THE COST OF ALL LABOR.MATERIALS.AND PERMITS REQUIRED TO FURNISH AND INSTALL . THE ASSEMBLY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL AGENCIES 649-21-15 _STEEL MAST ARM(F&I)(WS-170)(SINGLE ARM)(70') EA 2 2 2 REQUIRED FOR APPROVAL OF THE COMPLETED NSTAUATIDV.FOOT DESIGN STANDARD PLAN 639-001, _ - - 650-1-14 TRAFFIC SIGNAL(F&I)(ALUMINUM)(3-SECT)(1 WAY) ) AS 8 8 8 639-002(AS APPLICABLE)SHALL APPLY. 650-1-16 TRAFFIC SIGNAL(F&1 (ALUMINUM)(4-SECT)(1 WAY) AS 4 4 4 639-2-1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING THE CONDUCTORS FOR THE POWER SERVICE. )( - 639-1-122 653-1-11 PEDESTRIAN SIGNAL(F&I)(LED COUNTDOWN)(1 WAY) AS 4 4 4 660-4-I1 SHALL CONSIST OF 4 VEHICLE DETECTOR ASSEMBLIES(VIDEO TYPE).TRAFFICSENSE FUR AND WAVETRONIX SMART SENSOR ADVANCE,LATEST TECHNOLOGY.FOR DILEMMA ZONE PROTECTION ON HIGH SPEED 660-4-11 VIDEO DETECTION SYSTEM(F&I)(CABINET) EA 8 B 8 APPROACHES.A COMPLETE VIDEO DETECTION INSTALLATION CONSISTENT WITH INDIAN RIVER COUNTY STANDARDS FOR ALL APPROACHES OF THE INTERSECTION IS REQUIRED.THE EQUIPMENT SHALL BE VIDEO 660-4-12 VIDEO DETECTION SYSTEM(F&I)(ABOVE GROUND EQUIPMENT) EA 4 4 4 DETECTION UNITS CAPABLE OF INTERFACE WITH THE TRAFFIC SIGNAL CONTROLLER UNIT AND SHALL INCLUDE 665-1-11 PEDESTRIAN DETECTOR PUSH4 4 4 THE COST OF MOUNTING ARMS TO EXTEND CAMERA TO A POSITION OVER THE ROADWAY UNLESS OTHERWISE ( BUTTON)(F&I)(STANDARD) EA 660-4-12 STATED ON THE PLAN.THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE SUPPLIER AND INDIAN 670-5-110 TRAFFIC CONTROLLER ASSEMBLYF&I) NEMA AS 1 1 1 RIVER COUNTY TRAFFIC ENGINEERING DIVISION TO ENSURE RELIABLE OPERATION.CAMERA LOCATIONS MAY ( (NEMA) REQUIRE ADJUSTMENT IN THE FIELD.CONTACT INDIAN RIVER COUNTY TRAFFIC ENGINEERING DIVISION BEFORE 682-1-133 CCTV CAMERA(F&I)(DOME PTZ,NON-PRESSURIZED)(IP,HIGH DEFINITION) EA 1 1 1 ORDERING.THE CONTRACTOR SHALL COORDINATE WITH THE WAVETRONIX MANUFACTURER FOR MOUNTING LOCATIONS ON THE MAST ARMS. 684-1-1 MANAGED FIELD ETHERNET SWITCH,LAYER 2(F&I) EA 1 1 1 700-1-60 SINGLE POST SIGN(REMOVE) AS 2 2 2 665-1-11 DETECTOR WIRE SHALL BE TWO CONDUCTOR/12 AWG IMSA 50-2. 700-5-22 INTERNALLY ILLUMINATED SIGNF&I)(OVERHEAD) 12-18 SF EA 4 4 4 670-5-111 SHALL BE ECONOUTE TYPE 6 CABINET WITH INTERNAL PHOTO CELL STREET SIGN CONTROL THE ( ( ) CONTRACTOR SHOULD COORDINATE WITH THE INDIAN RIVER COUNTY TRAFFIC ENGINEERING DIVISION PRIOR 715-5-31 LUMINAIRE AND BRACKET ARM(F&I) EA 4 4 4 TO ORDERING ANY CONTROLLER RELATED EQUIPMENT. 715-5-31 MAST ARM LUMINARES SHALL BE PAINTED HIGHWAY GREEN.SHALL BE ATB2 P601 MVOLT RE 3K,25KLUM. ALL TRAFFIC SIGNAL.EQUIPMENT MUST BE CONSISTENT WITH INDIAN RIVER COUNTY TRAFFIC ENGINEERING DIVISION STANDARDS.CONTRACTOR SHALL COORDINATE WITH THE INDIAN RIVER COUNTY TRAFFIC ENGINEERING DIVISION TO CONFIRM THAT EQUIPMENT STANDARDS HAVE NOT CHANGED SINCE THE TIME OF PUBLICATION OF THESE PLANS. II \oBIIIIDW/ PpRICG MARIE BABR,PT. STATE O RORIDA 53RD STREET AND 66TH AVENUE ` LMRL, ' PROFESSpHAL ENGINEER.LICENSE NO.56925 4, . i,s.1H6 ILEA HAS BEEN ELECTRONICALLY SIGNED AND IRC-1505 _* t_SEALED BY PATRICK DARE BARR,P.E.ON SIMIVIONS NMI 9/29/2022 USING A SHA-1 ALIIHENTCATION CODE. """s,;, 'oe,N'F�'" TABULATION OF QUANTITIES O 5'^ 51 PRINTED COPIES OF THIS DOCUMENT ARE NOT ,uowa"''N"N' ."'°°^0°,f'n-1°'° /'%;RIIIRI\\>\\\ RV1'ICNHSR ON CODEEMIST HEDVERIYEO EC.,';;;Ai.6. C.O. AL RR. 2J0,,,, 21092T02 ELECTRONIC COPIES. a T-2 T-100 • INDIAN RIVER COUNTY - TRAFFIC SIGNAL GENERAL NOTES EXHIBIT A-PAGE 3 S 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 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) 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 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 PCE FOR ONE(I)WEEK FOLLOWING MAINTENANCE AND LABILITY.FOR SUCH A SIGNAL.NEW SIGNALS SWAN.N0/BE PLACED ON FULL COLOR OPEPLTKN UNTIL 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 TRAFFIC SIGNAL SPECIFIATKNAN S:AND Y OR ALL INDIAN RIVEUN 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 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 NOM RIVER COUNTY TRAFFIC ENGINEERING DMSION(INCTED)(772)226-1547.ALL TRAFFIC SIGNAL AND RELATED TRAFFIC SIG AL A POWER SFRVICF 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 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. 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. 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 BEING PERFORMED AT A SIGNALIZED LOCATION N ORDER TO PROPERLY TRANSFER MAINTENANCE RESPONSIBILITIES. FROM SERVICE GROUNDDISCONCO TOPOWERSERVICE LN EION PONT. (PANEL TWO-LINE IJ'ACTIVE' 5.ALL HARM HALL BE GALVANIZED OR ALUMINUM. 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. 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 SHALL BE NCLUDED IN TIE REMOVAL OF THE RELATED SIG AL PAY ITEM.THE CONTRACTOR SHALL CONTACT THE SERVICE PRINT. IRCOED SEVEN(7)FULL BUS/NESSTA 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. RESPONSIBLE FOR CONCRETE STRAIN POLE DISPOSAL AT THE CONTRACTOR'S EXPENSE. SUNDAY AS SUN' B. TRAFFIC sIf.NAI CONTROL I ER 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. 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. LROSED CAPABILITIES. DETERMINING THE CONSTRUCTION SCHEDULE AND FOR THE AMOUNT OF COORDINATION REQUIRED.THE COST SHALL BE WEDNESDAY AS VIED' INCLUDED IN TILE BID. THURSDAY AS'AUR" C. TRAFFIC SIGNAL COMMUNICATIONS INTERCONNECT 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 INFORMATION AVAILABLE AT TIE TIME OF INE PREPARATION OF THESE PLANS.TE CONTRACTOR SHALL VERIFY THE SATURDAY AS SAT' WDWN RIVER COUNTY. 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. 2.PULL BOXES CONTAINING DG INRESCDYARD ARE 6.BE INSTALLED AT NO MORE THAN 1000 FOOT INTERVALS MARKED 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). ACTUAL CONDITIONS ARE DISCOVERED. JANUARY AS JN' J.FIBER OPTIC INTERCONNECT RUNS SHALL AVE A SLACK/SPLICE BOX AT ALL SIGNALIZED INTERAECTIONS MARKED'FIBER 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 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. 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 OWNER(S)THAT MAY NOT BE A'SUNSHINE"MEMBER. MAY AS'AMY SMALL BE INSTALLED WITH TE FIBER RUN. 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 MODE CABLE. BEN M THE CABINET SHALL BE OX TO THE IN A FIBER OPTIC TERMINAL PANEL.THE FRIER ABLE SHALL RESPONSIBLE FOR THE LOCATION AND PROTECTION,REPAIR AND/OR REPLACEMENT OF ALL UDUTES THAT MAY BE JULY AS JUL' NOT BE RUN BEHIND SHELVING. EECTED 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, 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. OR CODINATE ANY REQUIRED UTILITY RELOCATIONS. OCTOBER AS'OCT" ]A RADIO LINK SHOULD BE ECONOUTE MNICOM RADIO ACCESS POINT OR REMOTE STATION.INCLUDES MOUNTING HARDWARE.PoE INJECTOR OR APPROVED EOUNALENT. 9.)THE CONTRACTOR SHALL NOTIFY ALL INVOLVED UTILITIES TWO(2)FULL BUSINESS oars IN ADVANCE.BEFORE NOVEMBER AS NON' SETING ERAEIC SIGNAL POLES OR PERFORMING ANY DIGGING OR OTHER EXCAVATION WORK.SO THAT A COMPANY DECEMBER AS'DEC" 0. TRAFFIC SIGNAL MAST ARM 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 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. 2.EACH LUMINAIRE SHALL BE PHOTO CELL CONTROLLER AND NOT POWERED THROUGH SIGNAL CABINET WIRING 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 SUNSHINE STATE ONE CALL 811 BY A ZERO(0):EXAMPLE:'JAN Or FOR JANUARY 3RD. TO THE CASING. 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. 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 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. 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 INDIAN RIVER COUNTY PUBLIC WORKS SIGNALIZAMN JON ANKENY (772)226-1565 (PANEL IWO-LINE I)NOW' (HIGHWAY GREEN)IN ACCORDANCE WITH FOOT. N BOYER (772)226-1027 (PANEL TWO-LINE 2) ACTIVE" 6.EACH TERMINAL COMPARTMENT SHALL HAVE A 20 CIRCUIT AWB/11 TERMINAL BLOCK. INDIAN RIVER COUNTY WATER A SEWER JOI O.ALL CAST ARM POLES SCANT HAVE MASTRELIOVEN3AR T O.VIBE WITH Rl1-D ENDS HEAD LUMINAIRES,ED E 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 CONTROLLED ED ROM AED STREET NAME SKIS WITH LOCAL STREET NAMES AND WHITETOBORDER.ME SKIS SCELL BE LORETIED FROM A PHOTO CELL 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 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 CONTRACTOR'S BID UNIT PRICE FOR ELECTRICAL POWER SERVICE ASSEMBLY. PANEL 1 PANEL 2 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 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 ❑©N ■❑�ul■❑- . 641-010. 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 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. BEFORE SUBMITTING BIO PROPOSALS N ACCORDANCE WITH SECTION 2-4 OF THE FOOT SPEC/MATIONS. J.ALL ABOVE GROUND CONDUIT SHALL BE HD GALVANIZED. 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. 5.THE SIGNAL CABLE SHALL BF ATTACHED TO THE MESSENGER WIRE BY LASHING RODS. DESIGN STANDARD INDEXES 102-600 THROUGH 660:ME MUTED;AND SECTION 102 OF THE STANDARD SPECIFICATIONS. AFTER SIGNAL ACTIVATION NI.)THE CONTRACTOR SHALL MAKE ALL VIDEO DETECTORS INSTALLED AS PART OF ME PROJECT FOLLY OPERATIONAL N F. TRAFFIC SINAL HFAOs 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 SIGNAL. �1 AND ALL OTHER SECTIONS TO BE POLY PLASTIC) 12 INCH INDICATIONS. _ 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 WITCO,FOOT ANDTINDIAN RIVER PROCUREMENT. 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. ALL ARROWS AND YELLOWS. 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. ASSEMBLY TO ME ROAD, 5. MAFFIC SICHALS AND ASSOCIATED ACCESSORIES,INCLUDING BUT NOT LIMITED TO BACKPIATES SHALL BE MKCAN. 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 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 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 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 PEDESTRIAN SIGNAL AND DETECTOR DIRECTLY TO CONTROLLER BOX.(NO SPLICES.)PEDESTRIAN DETECTOR SIGNS TAGS DMT AREB SECURELY ATTACHED TO EACH PAF THE TAGGING SYSTEM PROPOSED MULL BE SUBMITTED FOR BEN COMPLETED ARE TO BE RIO-31. 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 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. 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 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 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. 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 I. WATTERY ACK-UP FOUND IN FOOT 5DARD SPECIFICATIONS FOR RAD AND BRIDGE CONSTRUCTION. SIGNALS AND EQUIPMENT SHALL BE MAINTAINED BY IETEO, 1. BATTERY BACKUPSYSTEM IS l BE USED ON ALL P2000E-TSI UNLESS OTHERWISE STATED.T. 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 OF SHOP DRAWING AND A COPYT C NASI RM SPECIFICATION AND ANY/ALL APPROVED SHOP DRAWINGS AT ME TIME PLUG.ETHERNET CARD. OF SIGNAL CONDITIONAL ACCEPTANCE INSECDON BY ME MAINTAINING AGENCY. _ 22.)ALL SUBMITTALS AND SHOP DRAWINGS SCALL BE STANDARD TETE ELECTRONICALLYCWICITO TILE ENGINEER OF RECORD FOR �IpA0I.'141:F PROFES MARIE BAHR,P.E,SLATE OF FLORIDA 'i 53RD STREET AND 66TH AVENUE REVIEW IN ACCORDANCE H SECTION 603 OF THE STANDARD SECICGIIONS. 1W D // PROFESSIONN ENGINEER,LICENSE N0.58925 �yNIIlEY_W_+til-l2i ALL SOSIMM S SHOULD E SEM TO: PT' °[ppm ILLS pry HAS BEEN ELEcmONKULY SKalm AND IRC-1505 (551)NIM-ONSANDWMTE.COY \' SEALED BY PATRICIA MIRE NRR,P.E.ON SII�dMOIVS (561)4]B-]B4B W &TS 9/2B/2022 RISBN A SD-1 AUTHENTICATION CODE Ar��wr. .R^ 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 (ALLOW TWO(2)WEEKS FOR SIGNAL INSPECTION). €��PANTED CONES OF THS DDCUYEM ARE NOT 1 Mm® m .0s , FRTOM IL\\N` OLAIAOAWCS COPIES.LOST E S AIRED RI MTI / TD. C.O. AL R.R. 219 362 3'.062103 ` _ _ T-3 T-104/ A.AAUTu.wJAM.vmlul-*•" iuex....IlM'+AW+....Aum.VhrU PEDESTRIAN SIGNAL POLE EXISTING R/W LINE EXHIBIT A-PAGE 4 N 1 25 LF 630-2-11 PROPOSED CONCRETE MONUMENT W/ I IX�STIN({ 66TH AVE EXISTING TOP OF BANK 1 EA 635-2-11 ELECTRICAL DISCONNECT. CONSTRUCT 1 ° 1 -� EDGE OF PA ENT FURNISH & INSTALL IRC 1 EA 646-1-11 PULL BOX FOR POWER SERVICES. TRAFFIC 5-2" PVC CONDUITS I EA 665-1-11 1 EA 635-2-11 ! I 1 I.A.I I I I I 630-2-12 (5 RUNS) 160 LF 1 EA 639-3-11 II I I Z IIII! I I I I °POLESOA. LOCATION.68/62.06' RT. 1 EA 641-2-12 11 " 1 w ELEV. 25.00 ECONOUTE CONTROLLER W/TYPE 6 CABINET I I ; Q IIIA (SEE NOTE 2) (4 RUNS 0 6') 24 LF 630-2-11 I = e I ( 1 630-2-11 28 LF (4 RUNS 0 7') m 10 0 20 aD 1 PI 632-7-1 . 1 I 1- I IIII I ( I I 635-2-11 _3 EA saEE WDFEEt 12 EA WEEZMEIM EA 1I I I Illi 649-21-10 1 EA I �I Ii ;:: I I 111111 I I 660-4-12 1 EA 3 EA �I I Iii i"i•i"1715-5-31 1 EA PEDESTRIAN SIGNAL POLE 1 EA 1 1 I _ .'.. PEDt51HIAN SIGNAL POLE 25 LF 630-2-11 1 AS , I` .I , ,•.':� — 630-2-11 10 LF,4"1 � , LEGEND 1 EA 835-2-11 300 LF 1 1 1 y1'111 1•n4•"` .en•"' 635-2-11 .1 EA 1 EA 646-1-11 8 EA 660-4-11 I 0.-\4 ,. .._.1141J'- )i i! :.. 'I'I i' 646-1-11 , EA © SIGN I 1 -�i.��'ia'.".,iYlri . ... 665—,-1, 1 EA 1 EA 665-1-11 1 AS 67 ' �N O M Q ©. 11V2 VEO DETECTOR /9 , PROPOSED R/W UN '' ELEV.=24 90'00/96.00' LT. f1 ^ I 11 e i l! ��_�' PROPOSED FP OE ❑3 SIGNAL HEAD (4 RUNS 0 7') 28 LF 630-2-11 ®• 1 • PEDESTRIAN HEAD 3 EA 635-2-11 Ar i�al 1A�' n I I ii AIQ_ _ OD-2 DETECTION ZONE -�I EA" 649-21-10 i :•"- .— T F7� 660-4-12 `— —Or# C ',_ —. .�'.—.Li ■r-m 1 531�D §TRiET 1 EA 71s-5-31 . m Y%�' 1 ' 1• I I ;,�.3.3.�- Iiiiiiiiiii1.�� EXISTING OE TO BE REMOVAL ITEMS _ .-1.—.—a—�1,—q 1� REMOVED BY FPL —s d^—d" EXISTING FPI PO AU0s-2022- Q -- --. — 1700-1-6012 AS 803 804 . I _ 80. I �_ g17` i .- h `. = .71•�1�M1 wt" svi;IE1ai n © ii . MM'J��II m A CIO _ _ DESIGN NOTES' _ �.,—.,— — Q ' L I���„�� INDIAN RIVER COUNTY WANTS A -'”—'.'—'°—.'—'°— "—"— ,6 "+� " a 'I; X11 T II ___�� "� SHORTER 10' LUMINAIRE ARM ON ♦ — I II (4/`' 1 111 MEM. MAST ARM A SHOULD THERE BE • CONFLICTS WITH THE FPL OVERHEAD REMOVE EXISTING SIGN N it t ♦ .C I �`=a�i — _ ELECTRIC ONCE FPL IS INSTALLED. CONSTRUCT PULL BOX & IRC C l? TRAFFIC ,-2" P.V.C. CONDUIT ,� �< II / % p•Pi'p FOR POWER SERVICES _ e / .444 Da NG 115 LF 630-2-12 -- -..-— _ — _ Al- — T 7L // .. ������� TO BE REMOVED 1 EA 635-2 11 1 —_-/ I tJ :.:.:�: :OVE: — — Iloilo t ih i� EXISTING TOP OF .K — — — — --1 — ry " " !.ld. -"".." \— ry— V, E 4 :":4' 1i"C1i"'"_r____. i"—" i�110EXISTING R/W UNE — — — — I LI p z © 1ei:•i"i 'V n,— —1 — — _._5:=.�.— PEDESTRIAN SIGNAL PO .4- 4,0° I iZLE3 I � ��41 40 LF�"' * IEO LE LOCATIONEA 835-2-1' 0 I I 1111:1111M I I STA. 311+70.20/61.35' RT. 1 EA 646-1-11 I ■ I i ELEV. a 25.00 �1 EA 665-1-11 POLE LOCATION D - I / 'ig, I (SEE NOTES 2 & 3) FURNISH & INSTALL IRC TRAFFIC STA. 311+42.018.99' LT. - " C I 630-2-11 28 LF (4 RUNS 07') 6-2" PVC CONDUITS ELEV.-25.20 I I o I635-2-11 3 EA I I I (6 RUNS) 150 LF 1 630-2-12 I (SEE NOTE 3) i n fl 8 649-21-15 1 EA (4 RUNS 0 7') 28 LF _ 630-2-11 I s '� I 660-4-12 1 EA 3 EA 635-2-11 I i ' 715-5-31 1 EA 11 FURNISH & INSTALL IRC TRAFFIC 1 EA 649-21-150 " PROPOSED CONCRETE BARRIER 5-2'PVC CONDUITS , EA 660-4-12 Ill i II PROPOSED GUARDRAIL � (5 RUNS) 140 LFI 630_2_12 I EA 715-5-31 �1 I I i I 1 1 1 ► I INITIAL COI\DITION FPL POWER SOURCE LOCATION IS ±120' ����� : e i CCTV GAMER" EXISTING TOP OF BANK ISOl i 1682-1-133 I1 EA PULLBOX INTERSECTION. IRC 1ONSTRUV.C. I I C I ' EXISTING R/W UNE CONDUIT FOR POWER SERVICES. EXISTING R/W UNE _ — EXISTING 66TH AVE I 105 LF 630-2-12 i n I• — — I I ! IEDGE OF PAVEMENT EA 635-2-11 �I I I — — I . I I 1. AELLL STATIONS/OFFSETS ARE MEASURED W.R.T. THE BASELINE OF 66TH AVENUE. \\1Uulllpp�" P01000 wJtlE ODoN.P.E,STAIE nF 00.0000. 53RD STREET AND 66TH AVENUE �\\ MART/� PROFE551000.ENGINEER,.6ME N0.06925 2. IF MAST ARMS B OR C ARE PLACED BEFORE THE ULTIMATE ROADWAY CONDITION, �'•W GUARDRAIL PROTECTION IS REOUIRED. _. L 11115 ITEM NAS BEEN E0EG1R6NIGALLY SIGNED AND IRC-1505 3. MAST ARMS C & D SHALL BE PLACED ONLY AFTER THE PROPOSED SURFACE _ SEALER M'PATRICIA MIME�""•P.E.ON S7MM0 -� +_9/28/2022 COPIES O A SNA-1 AUIENT ARE CODE. ." ,,,,,....171-"Ar•.••." SIGNAUZATION PLAN CNMEi WATER FILL IN IS PLACED PER THE ROADWAY PLANS BY ARCADIS (SEE NOTE 4). o c PRMm c0 0 of 0006 506000 00 ARE Nor L �'""'6'"'"""""'•"" "'°'•O""""'° 1 4. IRC PROJJECTONUMBERN1505.NTNG & MARKING PLANS BY ARCADIS U.S., INC. FOR ',+'ap11llt1` m SIGNED Y SEALED omasANY ` A.E. R.R. ... roeo a Man 141 goo, or -onz 2108ZR)4 T-4 T-1O 1 SOP 10 EXHIBIT A-PAGE 5 P2 u. DETAIL OF SIGNAL HEADS s JJ 2 8 y N.TS. T INS 7.,FY I ,P2 I �JL 3 -ply-TN la• OR 'P2 2i 5.� —'� Fc OR N a 3v�== g 0 ❑2 ❑2 ❑1 L2FY1 • ] ' r 7 ®Pd ❑• ❑• ❑3 IS,FY ,P2 III P4 P4 ©© / `► J 4 JFY t 6 14."' Jy� as a 1 — --J 7r-- (r/`T�n, ,, I 2 5 PED.SIGNAL i O Q l,;, F �,�1.� COUNT-DOWN \i\ri i 0 3'SECT., I-WAY • SECT., I-WAY 1I VIDEO DETECTOR CHART I 653-1-11 14 AS 650-1-14 18 AS I 650-1-16 14 AS DETECTOR NO. MOVEMENTS RING DIAGRAM v-1 2.5 _ V-2 4,4R, 7 V-3 f,6 v-e 3,a DETAIL OF STREET NAME SIGNS N.T.S. 1F 1 0 0 TF 5 Q TT 2 0 © TF 6 SIGNAL TIMING ss'AN 53' St 1 T CONTROLLER PHASING I 700-5-22 12 ER I 700-5-22 12 FA 1 1 TIMING FUNCTION NUMBER 1 2 3 4 5 6 7 B FACE NUMBER(SEE SOP) I 2 3 4 5 6 7 8 -SEE SHEET T-6 FOR SIGN DETAILS DIRECTION NBLT SB EBLT WB SBLT NB WBLi EB INITIAL GREEN(MINIMUM) 5 20 5 6 5 20 5 6 PASSAGE 3 4 3 4 3 4 3 4 TF J 0 0 TF 7 MAXIMUM GREEN I 18 45 20 25 20 45 20 25 MAXIMUM GREEN II YELLOW CLEARANCE 3.7 5.5 3.7 4.8 3.7 5.5 3.7 4.8 ALL-RED CLEARANCE 2.9 2 2.4 2 3 2 2.4 2 IF 4 0 ® TF 8 PEDESTRIAN WALK 7 7 1 1 PEDESTRIAN CLEARANCE 15 24 MINIMUM RECALL X X i 1.- MAXIMUM RECALL PEDESTRIAN RECALL NON LOCKING X X X X X X CNA 1 X X FLASH OPERATION RED YELLOW RED RED RED YELLOW RED RED DETAIL OF SIGNS N.T.S. TIMING PLAN FROM INDIAN RIVER COUNTY, MAY 25, 2022. OO 0 ® Q I"6"761T-7-:---: ® ^ ' lit 114-74110,/- 0M4-3 I BA NOES ®- m I DEAD E NOTE 2 SEE NOW 2 1.) CONTROLLER OPERATIONS: 1=2 11=1 111 R1 SEE NOTE 2 (BY OTHERS) (BY OTHERS) - THE CONTROLLER SHALL OPERATE AS SIGNAL OPERATING PLAN 10. �"ia31 (BY OTHERS) R10-J. RIO RID-3i R10-31 - MAJOR STREET IS 66TH AVENUE AND MINOR STREET IS 53RD STREET. - FLASHING OPERATION TO BE YELLOW FOR MAJOR STREET MOVEMENTS 2& 6 AND RED FOR ALL OTHER NOTES; MOVEMENTS. I.COST OF R10-31 SIGNS SHALL BE INCLUDED UNDER PAY ITEM 665-1-11. 2.) CONTRACTOR SHALL VERIFY IF OTHER UTILITIES (NOT SHOWN IN PLANS) EXISTING WITHIN THE AREA OF 2.FOR SIGNS R.S.&T,REFER TO SIGNING&PAVEMENT MARKING PLANS BY CONSTRUCTION. SHOULD THERE BE CONFLICTS, THE CONTRACTOR SHALL INFORM THE ENGINEER AND NOTIFY THE ARCADIS U.S.,INC.FOR IRC PROJECT NUMBER 1505. OWNER OF CONFLICTS AND ADJUSTMENTS AS REQUIRED. 3.) CONTROLLER SHALL BE PLACED SUCH THAT THE TECHNICIAN CAN EASILY SEE THE INTERSECTION WITH THE pAIRICN aARR NARK ,P.E.STATE DF RUPoM I CABINET DOOR OPEN. .0 soi7� PROFESSMAL ENGINEER,UCLNSE NO.56925 53RD STREET AND 66TH AVENUE 4.) ACTUAL SIGNAL TIMINGS AND COORDINATION PLANS ARE TO BE DETERMINED BY THE INDIAN RIVER COUNTY $> 41'FAa 1X15 D B NAA BEEN ELECTRONICALLY SIGNED AND IRC-1505 B f5 9/23/BY PATRMIA 999-ONIC P.E.ON SIIVIMO CITS ENGINEER'S REPRESENTATIVE. _ _9/28/2D22 usH9 A sNA-+AUDpRIG1YlN CODE ��� � ,„e,� o s,.ha p_CORES ,,�„I,,, + SIGNALIZATION PLAN E NOT 5.) THE SPEED LIMIT ON 66TH AVENUE AND ON 53RD STREET IS 45 MPH. �srofru1`"��°�O uONSRE ercA�m o u SEALED V AND w ANr oN D.O. 331 R.R. 2+-082 z�aenos _ �T-5 T-10, EXHIBIT A-PAGE 6 ",- --`,t- _-_______\____ - 3E- ---4r- E r D C B A H5 =8-R L y ® I H4-1® I NJ I© H2-t © I HI-1 ^ c6o 111=0= SIGN D SIGN C 10 SIGN B J1©0 SIGN A I� Y © r W. ..1 T© L W3 _T Y . W2 _IT,�, WI _I T TARM I (-- I 1' 4 �----� i-�- i~� i~"- `� MOUNTING 9 \V__ (MM N.H.) TOTAL ARM LENGTH TOP OF FOUNDATION ELEVATIONIli SIGNAL DATA SIGN DATA TOP OF RDWY LUMI- TERM. BACK PED. DISTANCE FROM POLE TOTAL L BETWEEN DISTANCE FROM POLE/HEIGHT AND WIDTH OF SIGN PAINT ID SHEET LOCATION FOUNDATION ARM CROWN NAIRE COMP. SIGNAL PLATES SIGNAL ARM AR'M DUAL ARMS NO. NO. BY STA. ELEVATION1O NO. Ems" Y/N Y/N V/H Y/N Y/N 1 * 2 * 3 * 4 * 5 * LENGTH U.N. 90/270 A H1 W1 B H2 W2 C H3 W3 D H4 W4 E H5 W5 COLOR(A) API T-4 312+78.00/96.00'LT. 24.90 1 24.22 Y Y H Y N 25.5 3 41.5 3 55 4 60 19 5 1'10.5'10- HIGHWAY GREEN Eiwzm 3132-00-68/62.06•RT mac= 1 24.32 Y Y H Y N 17.5 3 28.5 3 52.5 4 60 /9 5 1.10.5'10- HIGHWAY GREEN ®NIIMEIZ=MEECIIE I 24.42 V Y H Y N 32 3 40 3 48 4 67.5 19 25 1'10.5'10- HIGHWAY GREEN ® MEEN I 24.33 Y Y H Y N 27 J 38.5 3 62.5 4 67.5 19 5 1'I0-5.10- HIGHWAY GREEN 'SIGN NAME166 10771 Z,',1,STARON(S) •CN NAME155 ION 1x STATION(S) PANEL BORDER ---_none PANEL BORDER -none 910TH y-,0-MDTH ,TS- N.DTH 5'_,0.AIM 7. 1EIGHT,•_,o-RADII 3- __ EIGHT,•_to- RADII 3- LECAID wt. COLOR VINs. Of DI LEGEND ITR. COLOR..._- fp COLOR 0,...„ H 5•-10" aall COLOR c,„, 5-10" o SYMBOL(S) ANGLE I V -1110 HT ■� 1=4:1- a SYMBOL(S) ANGLE 0 - Y AID HT ��,,,Y I i^ iii 661h AV DO o Ru l 53Td St '4,3.09,• �T »>sce Num� u.d « m I I I I o ., VIE a 57.6' m - ... .. 10" 50.6" 9.4" ai ® •� 6.1" 6.3" a BORDER BORDER - R-3" Panel Style: guide_exp_advance_a.ssi - R=3" Panel Style: guide_exp_advance_a.ssi TH-1.75" M.U.T.C.D.: 1988 Edition TH-2" M.U.T.C.D.: 1988 Edition,,,n,,A-_". m. r- a,,,,,p _„ COPY 1 L COPY • 4 L SPACE 2u Lai 7 SPACE 27 3.6 0.1 COPY s 1 A e I A 6 A I. COPY e 3 $ I e L SPACE 10 703 564 464 553 15.2 33.2 2.2 331 60.1 SPACE 61 1E4 24.5 55.0 450 5.5 27 576 • DENOTES NUMBER OF SECTIONS M SIGNAL HEAD ASSEMBLY (A) POWDER COAT OR PAINT TO MEET CURRENT FDOT SPECIFICATIONS (I) THESE MAST ARMS WERE ANALYZED FOR THE FOLLOWING FUTURE ULTIMATE CONDITIONS: II A-4 SECTION HEAD AT 45 FT h 3-SECTION HEADS AT 21.5&33 FT. PATRICK NAME 8ARR,RE,STATE OF 11.07 A, B-4 SECTION HEAD AT 52.5 FT R 3-SECTION HEADS AT 17.5.28.5 d 40 FT. pS0,IF AIRY + 53RD STREET AND 66TH AVENUE C-4 SECTION HEAD AT 59 FT&3-SECTION HEADS AT 38&48.5 FT. `'.nl.LMRIrT PROFESSION.ENGINEER,LICENSE N0.56925 \` 0-4 SECTION HEAD AT 62.5 FT&3-SECTION HEADS AT 27,38.5 h 48.5 FT.. �y 'PRG THR n60 065 BEEN T£CIRONICALLY SIGN6D NJD SIMMO ,S.. - IRC-1505 (2) TOP OF FOUNDATION FOR MAST ARMS A B.C.k D SHALL BE 6"ABOVE FOISTING GRADE =� ♦_SEALED FN PA NICK 06-fiARR.P.E.ON ��Fj�j'j$ ELEVATION AT CENTER OF PROPOSED FOUNDATION-CONTRACTOR SHALL ADJUST TOP OF FOUNDATION = =9/20/M22 USW A SHA-t AUTHENTICATION CODE ���,,,I•,,-••^Ire ` e„ ,,,„,,,,�,,,, MAST ARM TABULATION & SIGN DETAILS ELEVATION AS NEEDED TO MAINTAIN 6"OFFSET BETWEEN TOP OF FOUNDATION AND EXISTING GRADE. o irk PR0ITED COPIES OF THIS DOCUMENT ARE NOT / IIIMIN CAW MIXED APPROW1, . . ,cp., 01,6 CCNSIDERED SIGNED AND Fq HIIIHA AIC CODE U BEE VEED RIFIED ON.v1Y ` T6. C.G. ...A.L. R.R. 21-082 21002106 1-6 T-1O. 5 MWVfOr-A.PS.adil.V+ov...1.1.1....,v,10H>.4$1.0o,./.2:,.a.N,.m ♦ 1 EXHIBIT A-PAGE 7 STANDARD MAST ARM ASSEMBLIES DATA TABLE TABLE DATE 11-01-16 STRUCTURE FIRST ARM SECOND ARM UF LL POLE DRILLED ID DESIGNATION ARM FM ARM SM POLE UM UB S HAFT NUMBERS ID (ft.) ID (ft.) (deg) (deg) ID (ft.) (ft.) ID A A60/S-P4/S/L-DS/25/5 A60/5 0 P4/S/L 19 05/25/5 B A6O/5-P4/5/L-05/25/5 450/0 45 P4/5/L 19 05/25/5 C A70/S-P5/5/L-0S/25/5 A70/5 35.5 45 P5/S/L 19 05/25/5 O A70/5-P5/5/L-05/25/5 A7O/5 35.5 45 P5/S/L 19 DS/25/5 • NOTES (Notes Date 1f-O1-16]: 1. If an entry appears in column FAA, a shorter arm is required. This is obtained by removing length from the arm tip and the arm length shortened from FA to FM. SAA Similar. 2. If an entry appears in column UAA, a shorter pole is required. This is obtained by removing length from the pole tip and the pole height shortened from UA to UM. 3. Work this sheet with the Signal Designer's "Mast Arm Tabulation". See "Mast Arm Tabulation'for special instructions that include non-standard Handhole location, point color, terminal comportment requirement, and pedestrian features. 4. Work with Indexes 649-030 and 649-031. GEOTECHNICAL NOTES: 1. Drilling slurry may be required during excavation. Additionally, the limestone layers may render difficulties in shaft excavation. 2. The contractor shall anticipate difficult drilled shaft installation due to the presence of very loose sand, or compacted fill, or any combination of these layers. The presence of difficult soil conditions may occur at varying depths below the ground. The contractor shall anticipate potential cave-in of the sandy soils, and difficult/impossible conditions to retain bentonite/polymer slurry inside the drilled holes. I �.0,,NTMI k.'5.,,j/ PA�� E ENGINEER, � 25 — - � ' 53RD STREET AND 66TH AVENUE a f� Ns 115 ITEM XAS BEa1 ELECTRONICALLY SIGNED AND IRC-1505 SEMID 6f PATRICIA ENRIE flWR,P.E.ON SIMMO ..... *5 9/28/2022 USING A SNA-1 ADMFMRrwnoN COO. �,�� T��,,,,� �o WA COhC PRINTED COPES OF 11 5 DOCUMENT ARE NOT ` �I awn �� MPS0.0.+ . MAST ARM ASSEMBLIES '7 r/81M10II 0 ELENCE amaPCCOODSIGNED E MMu AND T BE YER iDIED au N!Y `.. TEL 51 A.L. R.R. 21-082 21oe2T07 T-7 T-10, • ..",«ADJILES>M1N1„R4w..v...AV,Iwn..1 1....,,.:ou>a.M,M,..".I. EXHIBIT A-PAGE 8 1 INDIAN RIVER COUNTY—TRAFFIC SIGNAL GENERAL NOTES REV 6-1.7 9-1-21 INDIAN RIVER COUNTY TYPICAL WIRING & CABINET PAD Si?nal wirin 20 Coerdertcf 1 Green Main Wee? 02,D6 CABINET PAD TYPICAL 89,2 03/1D/Or 2 Orange Main Street 02,06 3 Red Main Street 02,06 CABINET PAD 14176 UPS LOW AREAS MAY REQUIRE A 4 Green/Black S'de Street 04,08 84" - CABINET ExTENSION 5 Orange/Black Site Street 04,08 I VARIAT1ON5 WILL BE NOTED ON PLAN CABINET PAD ONLY 6 Red/Black Side Street 04,08 - 4e_ 7 Blue Left Turn 01,03,05,07 Green I 8 White/Black Lett Turn 01,03,05,07 Amber a j 11 9 Black/White Left Turn 01,03,05,07 Red 10 Blue/Black Right Tum 02,04,06,07 Amber • 4 0• 30" 11 Black Right Tum 022,,04,06,07 Green o CI 0 0 0 o O 12 White Neutral TM I IT1-i( 13 Green/White Spare 60" 14 Orange/Red Spare 15 Red/Whtte Spare 16 Blue/White Spare 30" 17 Whfte/Red Spare 1 18 Black/Red Spare 1 19 Blue/Red Spare 20 Red/Green Spare 11111111117SF.TNI6TR;Fl57l EYELET FOR GENERATOR SECURITY Number Color Location Phase (omni n n o r m F p,. 0�- Al.a��®®® nLI--..,..t.-.--,–,JJI i ' un a � m�� a��� MIR ; �— In'I tee OM. 0�l �®CF's I 4" ©i2EMEMMRE MIMI. MEM 12E11.11111111111=� a LEMEMIEM1 ::'1-'rra::R..— NOT TO SCALE Pedestrian Button Wiring 4 Conductor 1 Green Main Street 02,06 Return 2 Red Main Street 02,06 3 Waite Side Street 04,08 Return 4 Black Side Street 04,08 =all= North Green South Red East Yellow West Blue F11,.1rr 112.,nn\TnffrClonal rmMinaWv.\nnebn Infn\GaMfleatNne\IRC TRAFFIC FxnrtErRIa,TVD1r.arNIFoel Ann,ma Vr-NeIllGiNYI WPPI EIMENrtfIMT)1 rW. UPOATEC,January 5.2022 `'J( ural 2i2ir� PPROrE5510W1 END u."..61.2 N0.59925 —� —WEIITIi ' 53RD STREET AND 66TH AVENUE c 4'1::::-.This'It NAs uru ELEciBONICALLr sl9Nm AND IRC-1505 SFAIID r!PATRIGA WRIE fiARn.P.E.ON SIMACC - _9/2a/2022 USIA A SNA-1 NrrNrnncuroN CODE 3$ na )a _ Yam. .-'� ,„,.,a�.« . SIGNAL DETAILS ,�%nllln\\G` AuleoOvocti,Cer MUST BE Bre D ON T.B. C.O. ♦T. pR.R. 2TE JOe MI MAW.NO 082 2I082T08 SHEET T-8 T-10 1 EXHIBIT A-PAGE 9 Imo: ET= 1.THIS DETAIL SHEET SUPPLEMENTS MOT STANDARD PLANS INDEX 676-010. 1.EYE BOLTS SNELL NAVE A 1-1/2•INSIDE DIAMETER AID 3/A•SHANE DIAMETER 2.LOW AREAS MAY REQUIRE A CABINET EXTENSION.VARIATIONS WILL BE NOTED AND MEET TEE REQUIREMENTS OF FOOT STANDARD SPECNIUTONS FOR ROAD AND ON IEE SIGNAL PLAN. BRIDGE CONSTRICTION SECTION 636-1.3 HARDWARE AND MINDS. 3.CABINET PAD DIMENSIONS ASSUME A 28'x41'CONTROLLER CABINET AND A 187x23'U.P.S. CONFIRM EQUIPMENT AND CABINET PAD SIZE. EYE BOLT (SEE DETAIL ON r1R3 SIQT) HEAVY NEI(NUT SEE STANDARD TYPICAL.PILL A•_0• \ BOO AND CONDOR LAYOUT ICABMET PAD ONLY I PLAN FOR CONDOR LOCATIONS U._...,. ` CONC.STAB Y °.:9T.....3:$*.: ,9 o*.- ".°B.;6'" j'. vs i I STRAIGHT BOLT ill 10 DETAIL OF STRAIGHT EYE BOLT FOR GENERATOR SECURITY I• Noes NOT TO SCALE CABINET PAD WITH -) ISOMETRIC "i- UPS SECTION A-A & "HVIEW I-1n-_ TOP VIEW OF PAD TOP OF SLAB �j_ vl� I`- —'1 .....""ESCOMfROl1fR GARRET �•1 U.P.S. r I 111111VARIES A I I oi 2 1111 g A EYEearFDROENCRATORRiGROUND --I 3/1 —. SECURITY(SEE DRAB- 4VEL . r o LEVEL T— T s SHEET) �® DETAIL OF STRAIGHT EYE BOLT FRONT VIEW RIGHT–SIDE VIEW NOT TO SCALE GROUND MOUNT CONTROLLER CABINET NOT TO SCALE W P.MM.I DM. . 14 INDIAN RIVER COUNTY 2 I R I r.E rau�auw.E CABINET FOUNDATION IBM 2TM STREET _YM�M�on Public Divion- �..,r R TRAFFIC STANDARD DETAILS VERO BEACH. R 31860 l•_ -.= K.P. n qCG�(fp,{8 — (TT2) sa-3000 0 0 E�/nNr/ny Division- f AL rz AArort I DII�I(IAA E N.P.E��ATE FL 53RD STREET AND 66TH AVENUE s-t^ PA THIS BEN HAS BEEN ELECTRONICALLY SIGNED AND IRC-1505 !-SEALED BY PATRICIA MARIE BARR,P.E.ON SIDAMONTE 9/2B/2121 USING A SNA-1 AUTHENTMATION CODE. PRNfm COPIES OF M5 DOCUMENT ARE NOT WPM I` 754/o :or...`Y:...�` 1ra.fl xN ,s^,•^ . ,aa SIGNAL DETAILS r ♦ ,,,�74,1;mi��\` AIFCHI ICc COPIES. U REVIFlED M77.,r1 ` T.B. C.O. AL R.R. pH _ 21-VIZ 2108270e T-9 T-10, ♦ 1 EXHIBIT A-PAGE 10 Naffs: I.SEE roar STANDARD PIAN 639-001 FOR SERVICE POINT POLE DETALS. VIDEO 2.ELECTRICAL SERVICE CONNECTION TO BE ANGLE PHASE 3 TT STAY. SETE CCTV //--CONCRETE 120/210 V. APRON 3.SERVICE DISCONNECT/BREAKER PANEL SQUARE D MOOR 1Q02471.701211 PBI P92 PBS OR / OR APPROVED EQUAL / A.PANEL TO CONTAIN 30 AMP LUMINAIRE BREAKER AND 50 AMP CONTROLLER BREAKER. SERVICE DISCONNECT/ �C�CNRE ER BREAKER PANEL O I LICHTRIRO �• POSTER ARRESTOR UNE -. �'. LIC. ill (-TT) ELECTRIC METER pp ///'''---CONCRETE - ° u/ CI TJ� // APRON - .. II .? FriSERVICE CONDUITS(VARIES) ,1 FIBER DI'DC �SCROLL , 00000, 1,,f,.: .1 , wLE POLE \I POWER 1.91E • O 00 O 011 PULL Boz T B U.P.S. POWER 0 CONTROLLER CABINET LOS. OEM.LAB- ceoUNIS !03 ARC tLV[L \ . O POWER LOAD PULL BOK INBIINIEII�OlILI Lliw"LLim CONTINUO • LI r....„...._ CA D CASINOROO GROUND MOUNTED MUER CAN ISOMETRIC CONTROLLER CA mEr_PAD FRONT VIEW VIEW TOP VIEW ELECTRICAL SERVICE POINT TYPICAL PULL BOX AND NOT TO SCALE CONTROLLER CABINET CONDUIT LAYOUT NOT TO SCALE PULL 1100 SIZES C NOTES& FOUR TT 21' or BC 1.PULL BOO LOCATIONS 5110164 ARE TO DENOTE THE TYPE AND QUANTITY. NI Ir 39' 12' SEE SIGNAL PLAN FOR PULL BOO LOCATORS. R IC NO 12. r IT AD' Ir POWER INE 12. A IC CONTROLLER CABINET PAD CONDUIT ROUTTNO POW Lou Ir s' 12' CONWR COW 10 NOLO COM1101.1231 TT. FOR OTC MAL WOK 00111112101 MKT q1 0111111.1211 0111111.1211 CANT PM .41111111111111 .16; ME Laa11a.1a C.NMEI OTC/1: POWs IIC 0O11Mua WET FIT OTC Ba �' CON0TLERAME O TVIRE WPM COMM=WET PT RT. E 005X1211 MEEt P13 6PNE =mount WEI mot Lao PULL WOR s11E _— __ Mr ROM NCO 1 LT--- "EI 1/2.111111A0 KO PULL BOX SCHEMATIC LK PORT Lau PULE. NOT TO SCALE. R«I.Ion I D91. F INDIAN RIVER COUNTY 0".4.... Avadinol /Pub//c woks w 11, L iFrm.�aiw0v* POWER SERVICE dO -^ p, 2TM MEET p r. MN9 ° " DRO BEACH, P1 52990 4404, Engineering Division ( G CONDUIT - TAFF/C STANDARD DETAILS(212) ssT-Baso Jt/DYN3J • PATROM WRIE BARR,P.E.STALE OP RORIDA I `.�Y Ilr� /�ii� PROF15510HV.ENQINE '.LICENSE Zro 56925 -� TS 53RD STREET AND 66TH AVENUE �4 ��Pi 1X15 REM WAS OM E1E.CIRONICRLLY SIGNED AND IR0-1505 SEALED BY PATRICIA MARE BARR,P.E.ON $TMMC) �� �c 9/28/2022 L15910 A SNA-1 VUT000OCATION CODE. 0; ' ``EMS' PRMm COPES OF THIS DOCUYEM ARE NOT Wim_ ."".'"Il.'-zr,.--7..,l.+-,w SIGNAL DETAILS ''O/p11i1 R\ ` BR9PO ON CODE u1R B[o AND SEDAND VEMFlEO ON ANY T.B. A CO.~ '• AL ER.'• • 21-082 An ND. OATH 4* 1 ` ELECTRONIC COPES. T-10T-10, Page 1 of 2 CHANGE ORDER BACK-UP DOCUMENTATION FIN No.: 436379-1-54-01 & 436379-1-54-02 Contract No: IRC-1505 Change Order No.: 03 Amount $ 814,277.14 and 0 Days Title of Issue Construction of 53rd Street Signalized Intersection at 66th Avenue in accordance with Simmons & White (Engineer-of-Record) plans Signed & Sealed dated September 28, 2022. I. Entitlement Analysis The purpose of this Change Order is to provide means to compensate the Contractor to construct a new signalized intersection on 66th Avenue at 53rd Street. This scope of work was not included at time of original bid. II. Time Analysis The Contractor is not pursuing a time extension to complete this additional work. III. Engineer's Estimate a. Basis of Estimate The Engineer's Estimate was based on current State-Wide-Average (SWA) multiplied by the Engineer-of-Records' plan quantities for this new scope of work. Considering the increase in unit cost is appropriate as the decision to proceed with this extra work occurred at this time and the Contractor was unable to proceed with procurement of the necessary components earlier. To this we added Mobilization & Maintenance of Traffic(MOT)as a percentage based on original contract. This resulted in an Engineer's Estimate totaling $827,689.97. b. Estimate The Engineer's Estimate to add a signalized intersection at 53rd Street resulted in the net increase to Contract in the amount of $827,689.97. This price includes all mark-ups and no bonding. Refer to Appendix"A"for a breakdown of the Engineer's Estimate and backup documentation. c. Contractor's Quote The Contractor's quote submitted a Change Order in the amount of Eight Hundred Fourteen Thousand Two Hundred Seventy-Seven and Fourteen Cents ($814,277.14). Refer to Appendix "B"for a breakdown of the Contractor's cost proposal. d. Final Disposition After comparing the Engineer's Estimate of $827,689.97 to the Contractor's price of $814,277.14 the Contractor's proposal is less than the Engineer's Estimate by $13,412.83. After review of the Contractor's proposal the County has agreed to the Contractors price of $814,277.14 has been accepted. IV. CRS Coding 503 Change resulting from engineering decision (use specific reason in lieu of this when possible) Page 2 of 2 a. Avoidability Code: 0- Unavoidable: No Remedial Action Required b. Cost Recovery Code: N - No Action Recommended c. Claim/Extend Limits Code: N—Neither V. Premium Cost Analysis There will be no premium costs involved with the change from three (3) proposed travel lanes to five (5) proposed travel lanes on the 53rd Street Bridge. None of the costs are the result of rework, delay, or inefficiency, therefore none of the costs associated with this issue are considered premium. ❑x Agree El Disagree Pursue Cost Recovery? ❑ Yes IXI No VI. Statement of Claim Settlement Costs None VIII. Statutory Reason: This contract modification is being done in compliance with Florida Statute 337.11 (9), to make the project functionally operational in accordance with the intent of the original contract. VII. Federal Aid Participation Time: Zero (0) Days Cost: Increase of Eight Hundred Fourteen Thousand Two Hundred Seventy-Seven and Fourteen Cents ($814,277.14). ❑ Participating ❑x Non-Participating Kelly Cowger, P.E. —Sr. Project Engineer Attachments • Appendix A: Engineer's Estimate and Backup Documentation (20 pages) • Appendix B: Contractor's Cost Submittal (4 pages) Appendix A-Page 1 PAY ITEM Contract DESCRIPTION UNIT QTY SWA Unit Price ENGR ESTIMATE HALLEY REQUESTED DIFFERENCE NO. Unit Price 101-1 MOBILIZATION/DEMOBILIZATION LS 1 $ 86,849.55 $ 86,849.55 $ 65,680.00 $ 65,680.00 $ (21,169.55) 102-1 MOT LS 1 $ 17,094.20 $ 17,094.20 $ 16,249.00 $ 16,249.00 $ (845.20) 110-1-1 CLEARING AND GRUBBING LS 1 $ - $ - $ 3,450.00 $ 3,450.00 $ 3,450.00 SUBCONTRACTED WORK 630-2-11 CONDUIT(SIGNAL) (F&I)(UNDERGROUND) LF 236 $ 16.00 $ 17.43 $ 4,113.48 $ 58.80 $ 13,876.80 $ 9,763.32 630-2-12 2"CONDUIT-SIGNALS(F&I)(UNDER PAVEMENT) (DIRECTIONAL BORE)(5 RUNS) LF 300 $ 25.00 $ 33.55 $ 10,065.00 $ 58.80 $ 17,640.00 $ 7,575.00 630-2-12 2"CONDUIT-SIGNALS(F&I)(UNDER PAVEMENT) (DIRECTIONAL BORE)(1 RUN) LF 220 $ 25.00 $ 33.55 $ 7,381.00 $ 58.80 $ 12,936.00 $ 5,555.00 630-2-12 2"CONDUIT-SIGNALS(F&I)(UNDER PAVEMENT) (DIRECTIONAL BORE)(6 RUNS) LF 150 $ 25.00 $ 33.55 $ 5,032.50 $ 58.80 $ 8,820.00 $ 3,787.50 632-7-1 SIGNAL CABLE(F&I) PI 1 $ 5,600.00 $ 9,111.16 $ 9,111.16 $ 17,325.00 $ 17,325.00 $ 8,213.84 633-2-31 FIBER OPTIC CONNECTION (INSTALL)(SPLICE) EA 1 $ 59.07 $ 59.07 $ 55.34 $ 55.34 $ (3.73) 633-3-11 FIBER OPTIC CONNECTION HARDWARE(F&I)(SPLICE ENCLOSURE) EA 12 $ 1,139.74 $ 13,676.88 $ 1,627.50 $ 19,530.00 $ 5,853.12 633-3-15 FIBER OPTIC CONNECTION HARDWARE(F&I)(PATCH PANEL,PRETERMINATED) EA 1 $ 2,688.02 $ 2,688.02 $ 1,811.25 $ 1,811.25 $ (876.77) 635-2-11 PULL&SPLICE BOX(F&I)(SIGNAL) EA 22 $ 450.00 $ 1,156.81 $ 25,449.82 $ 1,680.00 $ 36,960.00 $ 11,510.18 635-2-12 PULL&SPLICE BOX(F&I)(SIGNAL) (24 x 36) EA 1 $ 2,499.61 $ 2,499.61 $ 2,630.25 $ 2,630.25 $ 130.64 639-1-122 ELECTRICAL POWER SOURCE(F&I)(UNDERGROUND) AS 1 $ 4,311.75 $ 4,311.75 $ 3,843.00 $ 3,843.00 $ (468.75) 639-2-1 ELECTRICAL SERVICE WIRE(F&I) LF 300 $ 17.07 $ 5,121.00 $ 6.72 $ 2,016.00 $ (3,105.00) 639-3-11 ELECTRICAL SERVICE DISCONNECT(F&I)(POLE) EA 1 $ 525.00 $ 1,808.63 $ 1,808.63 $ 2,499.00 $ 2,499.00 $ 690.37 641-2-12 PRE-STRESSED CONCRETE POLE(F&I)(TYPE P-II SERVICE POLE) EA 1 $ 650.00 $ 2,119.46 $ 2,119.46 $ 2,719.50 $ 2,719.50 $ 600.04 646-1-11 ALUMINUM SIGNAL POLES(F&I)(PEDESTAL) EA 4 $ 850.00 $ 2,304.71 $ 9,218.84 $ 2,257.50 $ 9,030.00 $ (188.84) 649-21-10 STEEL MAST ARM(F&I)(WS-170)(SINGLE ARM)(60') EA 2 $ 83,661.63 $ 167,323.26 $ 82,950.00 $ 165,900.00 $ (1,423.26) 649-21-15 STEEL MAST ARM(F&I)(WS-170)(SINGLE ARM)(70') EA 2 $ 93,040.22 $ 186,080.44 $ 89,250.00 $ 178,500.00 $ (7,580.44) 650-1-14 TRAFFIC SIGNAL(F&I)(ALUMINUM)(3-SECT) (1 WAY) AS 8 $ 850.00 $ 1,679.48 $ 13,435.84 $ 1,722.00 $ 13,776.00 $ 340.16 650-1-16 TRAFFIC SIGNAL(F&I)(ALUMINUM) (4-SECT) (1 WAY) AS 4 $ 1,000.00 $ 1,722.24 $ 6,888.96 $ 2,472.75 $ 9,891.00 $ 3,002.04 653-1-11 PEDESTRIAN SIGNAL(F&I)(LED COUNTDOWN) (1 WAY) AS 4 $ 430.00 $ 905.82 $ 3,623.28 $ 924.00 $ 3,696.00 $ 72.72 660-4-11 VIDEO DETECTION SYSTEM(F&I)(CABINET) EA 8 $ 7,200.00 $ 12,831.69 $ 102,653.52 $ 7,491.75 $ 59,934.00 $ (42,719.52) 660-4-12 VIDEO DETECTION SYSTEM(F&I)(ABOVE GROUND EQUIPMENT) EA 4 $ 3,250.00 $ 6,028.89 $ 24,115.56 $ 11,586.75 $ 46,347.00 $ 22,231.44 665-1-11 PEDESTRIAN DETECTOR(PUSH BUTTON)(F&I)(STANDARD) EA 4 $ 135.00 $ 330.80 $ 1,323.20 $ 220.50 $ 882.00 $ (441.20) 670-5-110 TRAFFIC CONTROLLER ASSEMBLY(F&I)(NEMA) AS 1 $ 38,554.92 $ 38,554.92 $ 50,610.00 $ 50,610.00 $ 12,055.08 682-1-133 CCTV CAMERA(F&I)(DOME PTZ,NON-PRESSURIZED)(IP,HIGH DEFINITION) EA 1 $ 4,100.00 $ 7,429.94 $ 7,429.94 $ 9,712.50 $ 9,712.50 $ 2,282.56 684-1-1 MANAGED FIELD ETHERNET SWITCH,LAYER 2(F&I) EA 1 $ 1,400.00 $ 4,959.99 $ 4,959.99 $ 6,825.00 $ 6,825.00 $ 1,865.01 700-1-60 SINGLE POST SIGN(REMOVE) AS 2 $ 53.03 $ 106.06 $ 131.25 $ 262.50 $ 156.44 700-5-22 INTERNALLY ILLUMINATED SIGN(F&I)(OVERHEAD) (12-18 SF) EA 4 $ 4,967.73 $ 19,870.92 $ 4,410.00 $ 17,640.00 $ (2,230.92) 715-5-31 LUMINAIRE AND BRACKET ARM(F&I) EA 4 $ 2,565.00 $ 10,260.00 $ 3,307.50 $ 13,230.00 $ 2,970.00 TOTAL SUBCONTRACTED WORK $ 689,282.11 5%SUBCONTRACTOR MARKUP $ 34,464.11 $ 827,689.97 $ 814,277.14 ENGR ESTIMATE based on percentage of Original Contract Amount minus Mob& DIFFERENCE $ (13,412.83) MOT vs.Value of Original Work;Mobilization is$3.20M/$25.40M=12.60%. Therefore,12.60%of$689,282.11=$86,849.55. Mob& *'.i tis.V86je • _ ;Or . i.+ e ' erefore, 2.48%of$689,282.11=$17,094.20. ENGR ESTIMATE=$0 as inclusive of Original Contract Kelly Cowger,P.E. Senior Project Engineer Appendix A-Page 2 FDCYV) Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No.of Weighted Total Total Unit Item Conts Average Amount Quantity Mean Obs? Description 0590 70 5 2 $185,000.00 $370,000.00 2.000 LS N IRRIGATION SYSTEM-MODIFY EXISTING SYSTEM 0591 1200 3 $33.51 $33,544.96 1,001.000 LF N IRRIGATION SLEEVE,2"DIAMETER 0591 1400 2 546.01 517,576.00 382.000 LF N IRRIGATION SLEEVE,4"DIAMETER 0591 1600 1 $33.00 $6,567.00 199.000 IF N IRRIGATION SLEEVE,6"DIAMETER 0611 1 1 27 $1,847.10 $162,659.53 88.062 MI N ITSFM SUBSURFACE DOCUMENTATION-PROJECT LENGTH 0611 2 1 18 54,026.73 $136,908.70 34.000 EA N ITSFM LOCATION-)OCUMENTATION- INTERSECTION 0611 2 2 13 $1,297.19 $167,337.81 129.000 EA N ITSFM LOCATION DOCUMENTATION-ITS SITE 0611 2 3 1 $3,800.00 $3,800.00 1.000 EA N ITSFM LOCATION )OCUMENTATION-COMMUNICATIONS BUILDING 0610 11 71 _ S17 43 55,651,886.32 324,250.000 IF N CONDUIT, FURNISH Et INSTALL,OPEN TRENCH agaianziUtorwommr 33. $8,328,405.18 248,218.000 IF N CONDUIT, FURNISH Et INSTALL,DIRECTIONAL BORE 0630 2 14 21 535.15 $187,191.67 5,325.000 LF N CONDUIT, FURNISH Et INSTALL,ABOVEGROUND 0630 2 15 7 $50.76 $223,329.25 4,400.000 LF N CONDUIT, FURNISH Et INSTALL,BRIDGE MOUNT 0630 2 16 8 $19.09 $2,041,937.95 106,945.000 LF N CONDUIT, FURNISH a INSTALL,EMBEDDED CONCRETE BARRIERS AND TRAFFIC RAILING' 0630 2 65 3 $8.90 $19,498.80 2,190.000 LF N CONDUIT, REMOVE,BRIDGE MOUNT 0630 3 1 2 $264.28 $43,605.68 165.000 EA N REPLACE ROUTE MARKER FOR EXISTING CONDUIT 0632 7 1 59 59 111.1 $1,767,565.07 194.000 P1 N SIGNAL CABLE-NEW OR RECONSTRUCTED INTERSECTON, FURNISH ft " Qt' " � a'6" INSTALL 0632 7 2 16 $11.17 $111,274.75 9,960.000 LF N SIGNAL CABLE- REPAIR/REPLACE/OTHER, FURNISH Et INSTALL 0632 7 4 2 $975.71 $1,951.42 2.000 PI N SIGNAL CABLE,ADJUST 0632 7 6 38 $1,348.48 $142,939.40 106.000 PI N SIGNAL CABLE, REMOVE- INTERSECTION 11/28/2022 Page: 37 Appendix A-Page 3 FDC17 . .-- Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0632 7 7 4 52.74 $3,283.80 1,200.000 LF N SIGNAL CABLE, REMOVE-OUTSIDE OF INTERSECTION 0633 1111 1 54.70 $1,095.10 233.000 LF N FIBER OPTIC CABLE,F&I,OVERHEAD,2-12 FIBERS 0633 1121 24 53.86 5131,167.82 34,015.000 LF N FIBER OPTIC CABLE, Fal,UNDERGROUND,2-12 FIBERS 0633 1122 7 $3.68 $192,143.59 52,227.000 LF N FIBER OPTIC CABLE, Fal,UNDERGROUND,13-48 FIBERS 0633 1123 8 $3.70 $186,225.78 50,387.000 LF N FIBER OPTIC CABLE, F&I,UNDERGROUND,49.96 FIBERS 0633 1124 7 $6.12 $979,997.15 160,116.000 LF N FIBER OPTIC CABLE,F&I, UNDERGROUND, 97-144 FIBERS 0633 1410 1 54.70 $1,142.10 243.000 LF N FIBER OPTIC CABLE,RELOCATE, OVERHEAD 0633 1420 10 $7.31 572,176.46 9,870.000 LF N FIBER OPTIC CABLE,RELOCATE, UNDERGROUND 0633 1610 1 $2.70 $351.00 130.000 LF N FIBER OPTIC CABLE, REMOVE,OVERHEAD 0633 1620 8 $1.13 $83,667.13 74,103.000 LF N FIBER OPTIC CABLE,REMOVE,UNDERGROUND munnRzx 7 ;1 28 t„ ,X.07 $344,396.16 5,830.000 EA N FIBER OPTIC CONNECTION,INSTALL,SPLICE 0633 2 32 18 S88.52 $91,177.34 1,030.000 EA N FIBER OPTIC CONNECTION, INSTALL,TERMINATION 063'1 1 11 20 51 1 9.7 „,, 1. $193,755.02 170.000 EA N FIBER OPTIC CONNECTION HARDWARE, F&I,SPLICE ENCLOSURE ime 0633 3 12 21 568.86 $29,955.57 435.000 EA N FIBER OPTIC CONNECTION HARDWARE, FEti,SPLICE TRAY 0633 3 13 12 '$84.62 $82,503.71 975.000 EA N FIBER OPTIC CONNECTION HARDWARE, MI,PRETERMINATED CONNECTOR ASSEJABLY 0633 3 14 13 5148.26 $9,933.67 67.000 EA N FIBER OPTIC CONNECTION HARDWARE, F&I, BUFFER TUBE FAN OUT KIT 15 9 2 688.02 $34,944.25 13.000 EA N FIBER OPTIC CONNECTION HARDWARE, F&I,PRETERMINATED PATCH a�o :e �a^�cv�.aec ,ts+a sTc , PANEL 0633 3 16 24 52,090.75 $361,700.31 173.000 EA N FIBER OPTIC CONNECTION HARDWARE, FEtI,PATCH PANEL-FIELD TERMINATED 11/28/2022 Page: 38 Appendix A-Page 4 FDOFlorida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying:VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item , Conts Average Amount Quantity Meas Obs? Description I 0633 317 11 $153.69 $25,051.28 163.000 EA N FIBER OPTIC CONNECTION HARDWARE,FEat,CONNECTOR PANEL 0633 3 41 1 $559.48 $559.48 1.000 EA N FIBER OPTIC CONNECTION HARDWARE,RELOCATE SPLICE ENCLOSURE 0633 346 3 $1,298.75 $3,896.25 3.000 EA, N FIBER OPTIC CONNECTION HARDWARE,RELOCATE PATCH PANEL- FIELD TERMINATED 0633 3 51 7 $598.94 $13,775.55 23.000 EA N FIBER OPTIC CONNECTION HARDWARE,ADJUST/MODIFY SPLICE ENCLOSURE 0633 3 52 3 $53.46 $320.77 6.000 EA N FIBER OPTIC CONNECTION HARDWARE,ADJUST/MODIFY SPLICE TRAY 0633 3 FA 1 $578.00 5578.00 1.000 EA N FIBER OPTIC CONNECTION HARDWARE,ADJUST/MODIFY PATCH PANEL, PRETERMINATED 0633 3`-.6 4 $391.58 $1,957.92 5,000 EA N FIBER OPTIC CONNECTION HARDWARE,ADJUST/MODIFY PATCH PANEL 0633 4 6 1 $1.30 $409.50 315.000 LF N SIGNALS COMMUNICATION CABLE-TWISTED PAIR CABLE REMOVE 0633 6 42 $305.47 $4,673,337.09 15,299.000 DA N FIBER OPTIC CABLE LOCATOR 0633 8 1 13 $6.48 $38,705.40 5,976.000 LF N MULTI-CONDUCTOR COMMUNICATION CABLE,FURNISH It INSTALL 0633 8 4 1 $6.00 $1,560.00 260.000 LF N MULTI-CONDUCTOR COMMUNICATION CABLE,RELOCATE 0633 8 5 1 5.50 $523.00 1,046.000 LF N MULTI-CONDUCTOR COMMUNICATION CABLE,REMOVE 0634 41 i2 1 $5,950.00 55,950.00 1.000 P1 N SPAN WIRE ASSEMBLY,F&I,TWO POINT, DIAGONAL 0634 41 i3 6 $8,009.26 $64,074.10 8.000 PI N SPAN WIRE ASSEMBLY,FEtt,TWO POINT, BOX OR DRIP ISOX 0634 4600 3 $758.74 $2,276.21 3.000 PI N SPAN WIRE ASSEMBLY, REMOVE- POLES REMAIN 0634 5 I 2 $51.82 $3,109.40 60.000 LF N FIBERGLASS INSULATOR, FURNISH&INSTALL Dh357 11 �, 156.81 A5 919,405.67 5,117.000 EA N PULL a SPLICE BOX,F&I, 13"x 24"COVER SIZE 0635 212 42 52,499.61 $1,204,812.87 482.000 EA N PULL a SPLICE BOX,F&I,24"X 36"COVER SIZE 11/28/2022 Page: 39 Appendix A-Page 5 FDrique, Florida Department of Transportation Item Average Unit Cost From 2021/11/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Cents Average i Amount Quantity Meas Obs? Description 0635 3 11 4 $831.31 $13,301.00 16.000 EA N JUNCTION BOX, FURNISH 8 INSTALL,AERIAL 0635 3 12 12 $705.51 $101,593.82 144.000 EA N JUNCTION BOX, FURNISH Et INSTALL,MOUNTED 0635 3 13 14 5777.68 $801,788.66 1,031.000 EA N JUNCTION BOX,FURNISH E INSTALL, EMBEDDED 0635 3 40 1 $987.00 $987.00 1.000 EA N JUNCTION BOX, RELOCATE 0639 1111 1 $2,915.40 $2,915.40 1.000 AS N ELECTRICAL POWER SERVICE,FEtl,OVERHEAD,METER FURNISHED BY POWER COMPANY 0639 1112 20 $5,407.03 5151,396.95 28.000 AS N ELECTRICAL POWER SERVICE,F&I,OVERHEAD METER PURCHASED BY CONTRACTOR FROM POWER COMPANY 0639 1113 3 $3,295.46 $13,181.82 4.000 AS N ELECTRICAL POWER SERVICE,FEtI,OVERHEAD METER NOT REQUIRED 0639 1121 9 $3,568.42 560,663.06 17.000 AS N ELECTRICAL POWER SERVICE,Fal,UNDERGROUND,METER FURNISHED BY POWER COMPAN" 0639 1122 93 $4,311.75 $1,008,950.43 234.000 AS N ELECTRICAL POWER SERVICE,F$I,UNDERGROUND,METER PURCHASED OM. 411111NOMMINIONIMININIOMP BY CONTRACTOR 0639 1123 16 $3,572.75 592,891.41 26.000 AS N ELECTRICAL POWER SERVICE,F01,UNDERGROUND,METER NOT REQUIRED 0639 1410 1 $1,086.66 $1,086.66 1,000 AS N ELECTRICAL POWER SERVICE,REL OVERHEAD 0639 1420 3 $7,364.04 S29,456.14 4.000 AS N ELECTRICAL POWER SERVICE,RELOCATE,UNDERGROUND 0639 1610 13 $904.84 $19,906.56 22.000 AS N ELECTRICAL POWER SERVICE,REMOVE OVERHEAD 0639 1620 24 $739.46 $28,099.66 38.000 AS N ELECTRICAL POWER SERVICE,REMOVE UNDERGROUND 0639 2 1 127 $14.84 $4,465,212.30 300,877.000 LF N ELECTRICAL SERVICE WIRE, FURNISH ft INSTALL 0639 2 4 2 $5.65 $1,411.60 250.000 LF N ELECTRICAL SERVICE WIRE, RELOCATE 11/2.8/2022 Page: 50 Appendix A-Page 6 FDD �-- Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0639 1420 2 $9,456.49 $28,369.48 3.000 AS N ELECTRICAL POWER SERVICE,RELOCATE,UNDERGROUND 0639 1610 3 $918.75 $7,350.00 8.000 AS N ELECTRICAL POWER SERVICE,REMOVE OVERHEAD 0639 1620 6 $687.16 56,871.61 10.000 AS N ELECTRICAL POWER SERVICE,REMOVE UNDERGROUND damm0639 2 1 55 $17.07 $1,757,574.46 102,972.000 LF N ELECTRICAL SERVICE WIRE, FURNISH&INSTALL 0639 2 4 2 $5.65 $1,411.60 250.000 LF N ELECTRICAL SERVICE WIRE, RELOCATE 0639 2 6 7 $.82 $15,832.35 19,380.000 LF N ELECTRICAL SERVICE VIRE, REMOVE 0639 311 29 $1,808.63 $280,338.26 155.000 EA N ELECTRICAL SERVICE CISCONNECT,FBI,POLE MOUNT 0639 3 12 4 1,589.54 $9,537.21 6.000 EA N ELECTRICAL SERVICE CISCONNECT,F&I,CABINET 0639 3 60 4 $554.48 $9,426.11 17.000 EA N ELECTRICAL SERVICE C ISCONNECT, REMOVE-POLE OR CABINET TO REMAIN 0639 5 2 1 $203,400.00 $2)3,400.00 1.000 EA N EMERGENCY GENERATOR-PERMANENT 26-S0 KW 0639 5 31 1 $150,000.00 $130,000.00 1.000 EA N EMERGENCY GENERATOR-PERMANENT 51-75 KW 0639 5 50 1 $4,500.00 34,500.00 1.000 EA N EMERGENCY GENERATOR-PERMANENT, REMOVE 0639 6 1 13 $3,052.86 $2 i3,387.79 83.000 EA N ELECTRICAL POWER SERVICE-TRANSFORMER FURNISH a INSTALL 0639 7114 1 $1.40 14,544.40 3,246.000 LF N ELECTRICAL POWER SERVICE,TOLL FACILITY CONDUCTORS AND CABLES, NO. 10 AND SMALLER,PROJECT 442764-1.52.01 0639 7115 1 52.15 ;1,083.60 504.000 LF N ELECTRICAL POWER SERVICE,TOLL FACILITY CONDLCTORS AND CABLES, NO. 8 TO NO. 6, PROJECT 442764-1-52-01 0639 7116 1 $4.00 51,200.00 300.000 LF N ELECTRICAL POWER SERVICE,TOLL FACILITY CONDUCTORS AND CABLES, NO.4 TO NO, 2, PROJECT 442764-1-52-01 0639 7118 1 $9.50 520,900.00 2,200.000 LF N ELECTRICAL POWER SERVICE,TOLL FACILITY CONDLCTORS AND 11/28/2022 Page: 41 Appendix A-Page 7 FD.Cii , .....00--- Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Moos Obs? Description I 0639 7118 CABLES, NO. 1/0 TO NO. 3/0,PROJECT 442764-1-52.01 0639 7119 1 $20,515.00 $41,030.00 2.000 EA N ELECTRICAL POWER SERVICE,RTC TOLL SITE PANELIIOARDS AND POWER DISTRIBUTION FRAME,PROJECT 4427641.52.01 0639 7120 1 $12,760.00 $12,760.00 1.000 EA N ELECTRICAL POWER SERVICE,TOLL SITE ELECTRIC METERING AND UTILITY SERVICE ENTRANCE,PROJECT 442764-1-5241 0639 7121 1 $22.00 $158,400.00 7,200.000 LF N ELECTRICAL POWER SERVICE,TOLL FACILITY CONDUCTORS AND CABLES, 350 KCMIL TO 400 KCMIL,PROJECT 4427644-52-01 0639 8100 4 $11,840.92 S59,204.62 5.000 LS N ELECTRICAL POWER SERVICE-CONTRIBUTION IN AIDOF CONSTRUCTION (CIAC), DUKE (DO NOT BID) 0639 8110 1 $5,000.00 $5,000.00 1.000 LS N ELECTRICAL POWER SERVICE-CONTRIBUTION IN AIDOF CONSTRUCTION (CIAC), SECO (DO NOT BID) 0639 8130 9 $13,703.78 $191,852.90 14.000 LS N ELECTRICAL POWER SERVICE-CONTRIBUTION IN AIDOF CONSTRUCTION (CIAC), FPL (DO NOT BID) 0639 8141 1 $30,000.00 $30,000.00 1.000 LS N ELECTRICAL POWER SERVICE-CONTRIBUTION IN AIDOF CONSTRUCTION(CIAC), COH (DO NOT BID) 0639 8142 1 558,000.00 $58,000.00 1.000 LS V ELECTRICAL POWER SERVICE-CONTRIBUTION IN AIDOF CONSTRUCTION (CIAO). WREC (DO NOT BID) 0641 2 11 11 $2,225.38 $100,142.16 45.000 EA N PRESTRESSED CONCRETE POLE, F&I,TYPE P-II PEDESTAL 0641 2 12 50 $2,119.46 $349,711.22 165.000 EA 'J PRESTRESSED CONCRETE POLE, FBI,TYPE P-II SERVCE POLE 0641 2 13 2 --orar $83,542.72 12.000 EA N PRESTRESSED CONCRETE POLE, Fal,TYPE P-III 0641 2 15 1 $13,460.00 $13,460.00 1.000 EA N PRESTRESSED CONCRETE POLE, Fal,TYPE P-V 11/28/2022 Page: 42 Appendix A-Page 8 FDO "-. �,.r Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0641 3269 DEVICE,69' 0641 3800 2 $10,404.27 $41,617.09 4.000 EA N CONCRETE CCTV POLE,COMPLETE POLE REMOVAL 0643600 1 $2,500.00 $5,000.00 2.000 EA N STRAIN POLE,WOOD,REMOVE anissaitsf1 11 58 2 304.71 $1,539,548.43 668.000 EA N ALUMINUM SIGNALS POLE,PEDESTAL 0646 1 12 16 51,928.74 $225,662.82 117.000 EA N ALUMINUM SIGNALS POLE,FURNISH&INSTALL PEDESTRIAN DETECTOR POST 0646 1 40 5 $1,167.33 $19,844.60 17.000 EA N ALUMINUM SIGNALS POLE,RELOCATE 0646 1 60 34 $389.26 $91,477.08 235.00) EA N ALUMINUM SIGNALS POLE,REMOVE 0646 2115 2 $2,977.78 $26,800.00 9.00) EA N ALUMINUM POLE-INDEX 695-001,FURNISH&INSTALL,15' 0649 1 11 1 $11,200.00 $112,000.00 10.00) EA N STEEL STRAIN POLE,F&I,TYPE PS- IV 0649 1 13 1 $62,000.00 $186,000.00 3.00) EA N STEEL STRAIN POLE,F&I,TYPE PS- VI 0649 1 14 1 $65,573.83 $262,295.32 4.00) EA N STEEL STRAIN POLE,FBI,TYPE PS- VII 0649 1 16 1 $67,501.34 $270,005.36 4.00) EA N STEEL STRAIN POLE,F&I,TYPE PS-IX 0649 1 63 1 $3,800.00 $15,200.00 4.00) EA N STEEL STRAIN POLE, REMOVE,SHALLOW FOUNDATION REMOVAL, BOLT ON ATTACI IMENT 0649 1 65 2 $8,292.97 $58,050.80 7.000 EA N STEEL STRAIN POLE, REMOVE,DEEP FOUNDATION R:MOVAL,BOLT ON ATTACHMENT 0649 2155 2 550,750.00 $406,000.00 8.000 EA N STEEL CCTV POLE, FURNISH ft INSTALL WITH LOWERING DEVICE,55' 0649 2170 1 $95,000.00 $380,000.00 4.000 EA N STEEL CCTV POLE, FURNISH&INSTALL WITH LOWERING DEVICE,70' 0649 2603 1 $4,500.00 $9,000.00 2.000 EA N STEEL CCTV POLE,REMOVE POLE-SHALLOW FOUNDATION REMOVAL, BOLT ON ATTACHMENT 11/28/2022 Page: 44 Appendix A-Page 9 FDO Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0649 2605 1 $10,000.00 $10,000.00 1.000 EA N STEEL CCTV POLE,REMOVE POLE-COMPLETE/DEEP FOUNDATION REMOVAL, BOLT ON ATTACHMENT 0649 21 1 10 $57,603.98 $921,663.62 16.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,SINGLE ARM 30' 0649 21 2 1 $109,000.00 $109,000.00 1.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,DOUBLE ARM 30'-30' 0649 21 3 11 $71,486.75 $1,286,761.50 18.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,SINGLE ARM 40' 0649 21 5 3 $84,032.82 $420,164.08 5.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,DOUBLE ARM 40'-40' 0649 21 6 18 $73,377.51 $2,568,212.73 35.000 EA N STEEL MAST ARM ASSEMBLY, FURNISH/ND INSTALL,SINGLE ARM 50' 0649 21 8 1 $66,511.7 $66.511.47 1.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,DOUBLE ARM 50'•40' 0649 21 9 1 $91,130.00 $91,130.00 1.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,DOUBLE ARM 50'-50' 0649 21 10 18 $83,661.63 $2,677.172.21 32.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,SINGLE ARM 60' 0649 21 11 1 $77,800.00 $77.800.00 1.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,DOUBLE ARM 60%30' 0649 21 13 1 $115,000.00 $115,000.00 1.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,DOUBLE ARM 60'-50' 0649 21 14 1 $90,660.00 $90.660.00 1.000 EA N STEEL MAST ARM ASSEMBLY, FURNISI I AND INSTALL,DOUBLE ARM 60'-60' 0649 21 15 21 $93,040.22 $3,721,608.74 40.000 EA N STEEL MAST ARM ASSEMBLY,FURNISH AND INSTALL,SINGLE ARM 70' 11/28/2022 Page: 45 Appendix A-Page 10 FDOFlorida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Coots Average Amount Quantity Meas Obs? Description 0650 1 13 1 $953.30 $1,906.60 2.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH&INSTALL ALUMINUM, 2 SECTION, 1-2 WAYS 0650 1 14 48 $1 679.48 $1,555,201.84 926.000 AS N VEHICULAR TRAFFIC SIGNAL,FURNISH&INSTALL ALUMINUM, 3 SECTION, 1 WAY 0650 1 15 1 52,133.00 $2,133.00 1.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH£t INSTALL ALUMINUM, 3 SECTION,2-4 WAYS 0650 1 16 20 51,722.24 $175,668.84 102.000 AS N VEHICULAR TRAFFIC SIGNAL,FURNISH&INSTALL ALUMINUM, 4 H�. _. SECTION, 1 WAY 0650 1 18 7 $1,818.89 $21,826.73 12.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH&INSTALL ALUMINUM, 5 SECTION STRAIGHT, 1 WAY 0650 1 19 11 S.!,152.42 $94,706.59 44.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH&INSTALL ALUMINUM, 5 SECTION CLUSTER, 1 WAY 0650 1 24 1 $1,540.00 $6,160.00 4.000 AS N VEHICULAR TRAFFIC SIGNAL,FURNISH E:INSTALL POLYCARBONATE W//,LUM TOP, 3 SECTION, 1 WAY 0650 1 34 4 $1,293.25 $80,181.53 62.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH& INSTALL POLYCARBONATE,3 SECTION, 1 WAY 0650 1 35 1 S',842.99 $1,842.99 1.000 AS N VEHICULAR TRAFFIC SIGNAL,FURNISH ft INSTALL POLYCARBONATE,3 SECTION,2-4 WAYS 0650 1 36 2 S',323.96 55,295.82 4.000 AS N VEH CULAR TRAFFIC SIGNAL, FURNISH Ft INSTALL POLYCARBONATE,4 SECTION, 1 WAY 0650 1 38 1 $2,019.79 $8,079.16 4.000 AS N VEHICULAR TRAFFIC SIGNAL,FURNISH& INSTALL POLYCARBONATE,S 11/28/2022 Page: 47 Appendix A-Page 11 FDC M. Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying:VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No.of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0650 1 38 SECTION STRAIGHT, 1 WAY 0650 1 39 1 $1,535.83 $4,607.49 3.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH Et INSTALL POLYCARBONATE,5 SECTION CLUSTER, 1 WAY 0650 1 43 1 $4,500.00 $36,000.00 8.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH Et INSTALL PROGRAMMABLE,2 SECTION, 1-2 WAYS 0650 1 44 1 $10,000.00 $20,000.00 2.000 AS N VEHICULAR TRAFFIC SIGNAL, FURNISH Et INSTALL PROGRAMMABLE, 3 SECTION, 1 WAY 0650 1 60 18 $185.25 $53,351.14 288.000 AS N VEHICULAR TRAFFIC SIGNAL.REMOVE- POLES TO REMIN 0650 1 70 8 $944.43 $28,332.96 30.000 AS N VEHICULAR TRAFFIC SIGNAL, RELOCATE-INCLUDES REMOVAL AND REINSTALLATION 0650 2102 3 $394.78 $9,080.00 23.000 EA N VEHICULAR SIGNAL AUXILIARIES, REPAIR/REPLACE/RETROFIT- FURNISH Et INSTALL,BACKPLATE-BLACK WITH REFLECT BORDER 0650 2109 18 $584.24 $418,319.33 716.000 EA N VEHICULAR SIGNAL AUXILIARIES, REPAIR/REPLACE/RETROFIT- FURNISH ft INSTALL,BACKPLATE-FLEXIBLE REQUIRED ,r0Ki4dit _, _ SQQ;i ,.- $605,088.00 668.000 AS N PEDESTF IAN SIGNAL, FURNISH Et INSTALL LED COUNTDOWN, 1 WAY 0653 1 12 24 $1,615.40 $164,770.34 102.000 AS N PEDESTRIAN SIGNAL, FURNISH ft INSTALL LED COUN-DOWN, 2 WAYS 0653 1 40 2 $6211.00 $2,480.00 4.000 AS N PEDESTRIAN SIGNAL,RELOCATE 0653 1 60 20 $184.44 $40,391.62 219.000 AS N PEDESTRIAN SIGNAL,REMOVE PED SIGNAL-POLE/PEDESTAL TO REMAIN 0654 1 10 2 $60,142.78 $1,082,570.00 18.000 AS N MIDBLOCK CROSSWALK: IN ROADWAY LIGHT ASSEMBLY,FURNISH ft INSTALL-AC POWERED,COMPLETE CROSSING 11/28/2022 Page: 48 Appendix A-Page 12 FDO--- Florida Department of Transportation Item Average Unit Cost From 2021/11/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0660 3 41 1 $3,382.49 $6,764.98 2.000 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,RELOCATE CABINET EQUIPMENT 0660 3 42 2 $2,584.00 $18,087.97 7.000 EA N VEHICLE DETECTION SYSTEM•MICROWAVE, RELOCATE, ABOVE GROUND EQUIPMENT 0660 3 51 1 $1,282.40 $1,282.40 1.000 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,ADJUST&MODIFY, CABINET EQUIPMENT 0660 3 52 3 $1,903.46 $9,517.32 5.040 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,ADJUST&MODIFY, ABOVE GROUND EQUIPMENT 0660 3 60 1 $531.09 $531.09 1.000 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,REMOTE., COMPLETE SYSTEM 0663 4 11 54 $12,831.69 $2,989,783.26 233.0)0 EA N VEHICLE DETECTION SYSTEM-VIDEO, FURNISH a INSTALL CABINET 'stions EQUIPMENT 066) 4 12 58 $5,663.43 52,826,053.16 499.01)0 EA N VEHICLE DETECTION SYSTEM-VIDEO, FURNISH ft INSTALL ABOVE GROUND EQUIPMENT 066) 4 41 4 $1,617.53 $8,087.66 5.01)0 EA N VEHICLE DETECTION SYSTEM-VIDEO, RELOCATE Ci BNET EQUIPMENT 066) 4 42 7 $1,192.26 $20,268.35 17.01)0 EA N VEHICLE DETECTION SYSTEM-VIDEO, RELOCATE AIICVE GROUND EQUIPMENT 066) 4 51 6 $3,622.86 $61,588.69 17.0(10 EA N VEHICLE DETECTION SYSTEM-VIDEO,ADJUST/MOCIFY CABINET EQUIPMENT 0661) 4 52 3 $1,864.23 $11,185.40 6.000 EA N VEHICLE DETECTION SYSTEM-VIDEO,ADJUST/MODIFY ABOVE GROUND EQUIPMENT 11/28/2022 Page: 62 Appendix A-Page 13 FD 7r1 Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No.of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs7 Description 0660 2102 18 $1,045.50 $396,242.74 379.000 AS N LOOP ASSEMBLY, F&I,TYPE 8 0660 2106 31 $1,552.58 $659,845.76 425.000 AS N LOOP ASSEMBLY; F&i,TYPE F 0660 3 11 12 $4,252.28 $250,884.40 59.000 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,FURNISH&INSTALL CABINET EQUIPMENT 0660 3 12 12 $12,331.71 $1,319,493.06 107.000 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,FURNISH It INSTALL, ABOVE GROUND EQUIPMENT 0660 3 41 1 $3,382.49 $6,764.98 2.000 EA N VEHICLE DETECTION SYSTEM-MICROWAVE,RELOCATE CABINET EQUIPMENT 0660 4 11 21 $12,416.54 $1,465,152.23 118.000 EA N VEHICLE DETECTION SYSTEM-VIDEO, FURNISH&INSTALL CABINET EQUIPMENT 0660 412 22 $6,028.89 $1,254,009.77 208.000 EA N VEHICLE DETECTION SYSTEM-VIDEO, FURNISH Q INSTALL ABOVE GROUND EQUIPN ENT 0660 4 41 1 $600.00 $600.00 1.000 EA N VEHICLE DETECT ION SYSTEM-VIDEO, RELOCATE CABINET EQUIPMENT 0660 442 4 $1,363.75 510,910.00 8.000 EA N VEHICLE DETECTION SYSTEM-VIDEO, RELOCATE ABJVE GROUND EQUIPMENT 0660 4 51 3 $2,221.97 $8,887.89 4.000 EA N VEHICLE DETECTION SYSTEM-VIDEO,ADJUST/MODFY CABINET EQUIPMENT 0660 4 52 1 $1,298.00 $2,596.00 2.000 EA N VEHICLE DETECTION SYSTEM-VIDEO,ADJUST/MODFY ABOVE GROUND EQUIPMENT 0660 4 60 5 $773.94 510,835.12 14,000 EA N VEHICLE DETECTION SYSTEM-VIDEO, REMOVE 0660 5 62 1 $140.16 $840.96 6.000 EA N VEHICLE DETECTION SYSTEM-WIRELESS MAGNETOMETER,REMOVE 11/28/2022 Page: 50 Appendix A-Page 14 FDCIT' Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0663 1400 5 $2,628.12 $34,165.61 13.000 EA N SIGNAL PRIORITY ft PREEMPTION SYSTEM, RELOCATE 65 1 11 47 $330.80p� $242,804.78 734.000 EA N PEDESTRIAN DETECTOR, FURNISH&INSTALL,STANDARD 0665 1 12 1'��� �p ' $351,954.08 222.000 EA N PEDESTRIAN DETECTOR,FURNISH&INSTALL,ACCESSIBLE 0665 1 40 1 $302.50 $1,512.50 5.000 EA N PEDESTRIAN DETECTOR,RELOCATE 0665 1 50 3 $475.16 $4,276.45 9.000 EA N PEDESTRIAN DETECTOR,ADJUST/MODIFY ON EXISTING POLE 0665 160 22 $69.30 $19,541.28 282.000 EA N PEDESTRIAN DETECTOR, REMOVE-POLE/PEDESTAL-10 REMAIN 0670 4 1 1 $6,000.00 $6,000.00 1.000 AS N INTERSECTION CONTROL BEACON CONTROLLER ASSEMBLY,FURNISH Et INSTALL 0670 5110 20 $38,554.92 925,317.98 24.000 AS N TRAFFIC CONTROLLER ASSEMBLY, F&I,NEMA 0670 5111 )7 - $Zi,i4r.4" $1 516,951.47 35.000 AS N TRAFFIC CONTROLLER ASSEMBLY,F&I,NEMA, 1 PREEMPTION 0670 5112 4 $42,699.43 ;213,497.14 5.000 AS N TRAFFIC CONTROLLER ASSEMBLY,F&I,NEMA,2 PREMPTION 0670 5140 5 $40,233.68 985,141.00 22.000 AS N TRAFFIC CONTROLLER ASSEMBLY,FURNISH E INSTALL MODEL 2070 0670 5141 3 $40,937.50 ;,163,750.00 4.000 AS N TRAFFIC CONTROLLER ASSEMBLY, FURNISH&INSTALL, MODEL 2070,1 . PREEMPTION 0670 5500 2 $5,044.50 $10,089.00 2.000 AS N TRAFFIC CONTROLLER ASSEMBLY,RELOCATE CONTROLLER WITH CABINET 0670 5600 29 $974.13 $45,783.97 47.000 AS N TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET 0671 2 11 1 $5,130.00 $5,130.00 1.000 EA N TRAFFIC CONTROLLER WITHOUT CABINET, MI IN E)ISTING CABINET, NEMA 0671 2 40 4 $3,345.37 $53,525.91 16.000 EA N TRAFFIC CONTROLLER,MODIFY 0671 2 60 2 $457.00 $914.00 2.000 EA N TRAFFIC CONTROLLER, REMOVE-CABINET TO REMAN 11/28/2022 Page: 52 Appendix A-Page 15 FU'C1 �,.�� Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 0676 3 10 10"WX13"HX11°D 0678 1104 1 $134.55 $134.55 1.000 EA N CONTROLLER ACCESSORIES, REPLACE EXISTING-FURNISH AND INSTALL,LOAD SWITCH 0680 1122 1 532,180.00 $64.360.00 2.000 EA N SYSTEM CONTROL EQUIPMENT, FURNISH ft INSTALL,ADAPTIVE SIGNAL CONTROL SYSTEM- 170,CABINET EQUIPMENT 0680 1123 1 $7,500.00 $30,000.00 4.000 EA N SYSTEM CONTROL EQUIPMENT, FURNISH a INSTALL,ADAPTIVE SIGNAL CONTROL SYSTEM- 170,ABOVE GROUND EQUIPMENT 0682 1112 2 $11,328.57 579 300.00 7.000 EA N ITS CCTV CAMERA, FEU, DOME ENCLOSURE- PRESSURIZED, IP, STANDARD DEFINITION 0682 1113 14 $9,214.38 5340 932.12 37.000 EA N ITS CCTV CAMERA, F&I, DOME PTZ ENCLOSURE- PRESSURIZED,IP, HIGH DEFINITION 0682 1133 16 $7,429.94 $312 057.67 42.000 EA N ITS CCTV CAMERA, F&i, JOME ENCLOSURE- NON-PRESSURIZED,IP, HIGH DEFINITION 0682 1300 1 $3,657.50 $14 630.00 4.000 EA N ITS CCTV CAMERA, INSTALL 0682 1400 3 $3,453.75 $13 815.00 4.000 EA N ITS CCTV CAMERA, RELOCATE 0682 1500 1 $1,988.49 $1 988.49 1.000 EA N ITS CCTV CAMERA,ADJUST/MODIFY 0682 1600 6 $554.33 $6.651.94 12.000 EA N ITS CCTV CAMERA, REMCVE&DISPOSAL 0684 1�y1sr�e� 37 $4,959.99 $634,878.68 128.000 EA N MANAGED FIELD ETHERNET SWITCH, FURNISH Ft INSTALL 4 '"`r: .ar 7 „"- - 1 765:00 $1,530.00 2.000 EA N MANAGED FIELD ETHERNET SWITCH, RELOCATE 0684 1 5 1 $908.49 $908.49 1.000 EA N MANAGED FIELD ETHERNET SWITCH,ADJUST /MOD'FY 0684 1 6 1 $461.26 $461.26 1.000 EA N MANAGED FIELD ETHERNET SWITCH, REMOVE-CABINET TO REMAIN 11/28/2022 Page: 54 Appendix A-Page 16 FDD __el,. Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No.of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description 1 0695 811 INSTALL 0700 1 11 99 $502.76 $1,972,345.62 3,923.000 AS N SINGLE POST SIGN, FE'GROUND MOUNT, UP TO 12 SF 0700 1 12 67 $1,607.87 $1,710,768.80 1,064.000 AS N SINGLE POST SIGN, FRI GROUND MOUNT, 12-20 SF 0700 1 13 40 $2,307.94 $360,039.21 156.000 AS N SINGLE POST SIGN, FRI GROUND MOUNT,21-30 SF 0700 1 14 10 $2,686.31 $85,962.02 32.000 AS N SINGLE POST SIGN, FEI GROUND MOUNT, 31+SF 0770 1 21 2 $2,201.92 $11,009.60 5.000 AS N SINGLE POST SIGN, Fal BARRIER MOUNT INDEX 11871/700-013 UP TO 12 SF 07)0 1 22 4 $2,826.93 5118,731.20 42.000 AS N SINGLE POST SIGN, FRI BARRIER MOUNT INDEX 11871/700-013, 12-20 SF 07)0 1 31 4 $3,135.45 $53,302.64 17.1)00 AS N SINGLE POST SIGN, FRI BRIDGE MOUNT INDEX 11f70/700-012,UP TO 12 SF 07)0 1 32 2 $3,303.33 $9,910.00 3.000 AS N SINGLE POST SIGN, FRI BRIDGE MOUNT INDEX llf 70/700-012, 12.20 SF 07)0 1 40 1 $220.00 $220.00 1.000 AS N SINGLE POST SIGN, INSTALL 07)0 1 50 63 $387.24 $178,517.91 461.000 AS N SINGLE POST SIGN, RELOCATE Q7170 1 60 91 $53.03 $131,833.33 2,486.000 AS N SINGLE POST SIGN, REMOVE 0700 1 74 4i,y .13 $48,595.69 13.000 AS N SINGLE POST SIGN, FRI CUSTOM, 31+SF 07110 2 11 1 $5,191.36 $15,574.08 3.000 AS N MULTI-POST SIGN, FRI GROUND MOUNT. UP TO 12 SF 0700 2 12 5 $5,084.79 555,932.68 11.000 AS N MULTI-POST SIGN, FRI GROUND MOUNT, 12.20 SF 0700 2 13 9 $5,423.90 $92,206.35 17.000 AS N MULTI-POST SIGN, FEL'GROUND MOUNT, 21-30 SF 0700 2 14 19 $7,063.96 $339,070.00 48.000 AS N MULTI-POST SIGN, MI GROUND MOUNT, 31-50 SF 0700 2 15 16 $10,021.31 $410,873.54 41.000 AS N MULTI-POST SIGN, FRI GROUND MOUNT, 51-100 SF 11/28/2022 Page: 57 Appendix A-Page 17 FDCY' Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No.of Weighted Total Total Unit Item Cents Average Amount Quantity Meas Obs? Description 0700 4113 6 $145,343.60 $2,180,154.00 15.000 EA N OVERHEAD STATIC SIGN STRUCTURE,FURNISH Et INSTALL,CANTILEVER, 31.40 FT 0700 4114 5 $146,430.51 $5,125.068.00 35.000 EA N OVERHEAD STATIC SIGN STRUCTURE,FURNISH Et INSTALL,CANTILEVER, 41.50 FT 0700 4125 1 $245,000.00 $245,000.00 1.000 EA N OVERHEAD STATIC SIGN STRUCTURE,FURNISH Et INSTALL,SPAN, 51-100n. 0700 4126 2 $242,416.40 $1,212,082.00 5.000 EA N OVERHEAD STATIC SIGN STRUCTURE, FURNISH a INSTALL,SPAN, 101.150 FT 0700 4514 1 $80,000.0( $160,000.00 2.000 EA N OVERHEAD STATIC SIGN STRUCTURE, RELOCATE,CANTILEVER,41-50 FT 0700 4611 1 $6,500.00 $19,500.00 3.000 EA N OVERHEAD STATIC SIGN STRUCTURE,SHALLOW FOUNDATION REMOVAL,CANTILEVER 0700 4612 3 $17,083.05 $102,498.51 6.000 EA N OVERHEAD STATIC SIGN STRUCTURE, DEEP FOUNDATION REMOVAL, CANTILEVER 0700 4622 1 $20,000.0( 580,000.00 4.000 EA N OVERHEAD STATIC SIGN STRUCTURE,DEEP FOUNDATION REMOVAL, SPAN 0700 4640 2 $4,677.67 $14,033.00 3.000 EA N OVERHEAD!TATIC SIGN STRUCTURE,REMOVE BRIDGE MOUNT 0700 5 21 5 $3,954.96 $51,414.46 13.000 EA N INTERNALLY ILLUMINATED SIGN, FURNISH a INSTALL OVERHEAD MOUNT, UP TO 12 SF 0700 5 22 41 $4,967.73 51,266,772.07 255.000 EA N INTERNALLY ILLUMINATED SIGN, FURNISH Et INSTALL, OVERHEAD ,x,;1 vmr.::.. x d.cz ,:,) ;:;_•: MOUNT, 17. 18 5F 11/28/2022 Page: 60 Appendix A- Page 18 FD0i5 Florida Department of Transportation Item Average Unit Cost From 2022/05/01 to 2022/10/31 Statewide Contract Type: CC Displaying:VALID ITEMS WITH HITS From: 0102 1 To: 9999999 No. of Weighted Total Total Unit Item Conts Average Amount Quantity Meas Obs? Description i 0715 5 21 2 $3,921.03 $66,657.45 17.000 EA N LUMINAIRE Et BRACKET ARM, REPLACE LUMINAIRE AND ARM ON EXISTING POLE 0715 5 31 7 $2,565.00 579,515.04 31.000 EA N LUMINAIRE a BRACKET ARM-ALUMINUM,FURNISH Et INSTALL NEW Vic+ tit LUMINAIRE AND ARM ON NEW/EXISTING POLE 0715 5 32 7 $4,028.10 $64,449.67 16.000 EA N LUMINAIRE a BRACKET ARM•GALV STEEL,FURNISH&INSTALL NEW LUMINAIRE AND ARM ON NEW/EXISTING POLE 0715 5 5' 2 $529.76 52,119.04 4.000 CA N LUMINAIRE Et BRACKET ARM, REMOVE LUMINAIRE AND ARM; POLE REMAINS 0715 7 1, 17 $19,076.81 $553,227.61 2.9.000 EA N LOAD CENTER, FEti,SECONDARY VOLTAGE 0715 7 2' 2 $6,618.45 $26,473.80 4.000 EA N LOAD CENTER, REWORK,SECONDARY VOLTAGE 0715 7 3' 1 57,000.00 57,000.00 1.000 EA N LOAD CENTER, RELOCATE,SECONDARY VOLTAGE 0715 7 4' 4 $1,087.60 $5,438.00 5.000 EA N LOAD CENTER, REMOVE,SECONDARY VOLTAGE 0715 10 1 54,455.00 $62,370.00 14.000 EA N LIGHT POLE FOUNDATION, Fal-MAINTENANCE USE ONLY 0715 11 3) 1 $4,485.00 $26,910.00 6.000 EA N LUMINAIRE WITH BRACKET,FURNISH Et INSTALL 0715 111;5 8 $2,066.89 $241,826.39 117.000 EA N LUMINAIRE,FB:I, UNDER DECK,WALL MOUNT 0715 11211 16 51,352.27 5818,124.89 605.000 EA N LUMINAIRE,FEtI- REPLACE EXISTING LUMINAIRE ON EXISTING POLE/ARM, ROADWAY,COBRA HEAD 0715 11212 2 53,420.16 $218,890.00 64.000 EA N LUMINAIRE,FEtI-REPLACE EXISTING LUMINAIRE ON EXISTING POLE/ARM, ROADWAY HIGH MAST 0715 11213 6 51,443.31 5327,631.72 227.000 EA N LUMINAIRE,FEtl- REPLACE EXISTING LUMINAIRE ON EXISTNG POLE/ARM, ROADWAY, POLE TOP 11/28/2022 Page: 71 Appendix A-Page 19 ITEMIZED BID SCHEDULE - Revision 1 PROJECT NAME: 66TH AVENUE (NORTH OF 49TH STREET TO 69TH STREET) PROJECT NO. IRC-1505 BID NO. 2021018 FM NOS. 436379-1-54-01 & 436379-1-54-02 BIDDER'S NAME: Item No. Description Unit 1 tlnit'Price .Quantity' 1 Amtlugt PHASE lA- ROADWAY,49TH STREET TO 57TH STREET 01011 MOBILIZATION LS $ 1,400,000.00 1 S 1,400,000.00 0102 1 MAINTENANCE OF TRAFFIC LS $ 230,000.00 1 $ 230,000.00 IRC 1 FIELD OFFICE LS $ 3,000.00 1 S 3,000.00 0104 2 PREVENTION,CONTROL&ABATEMENT OF EROSION AND WATER POLLUTION LS S 120,000.00 1 $ 120,000.00 0110 1 1 CLEARING&GRUBBING LS $ 300,000.00 1 $ 300,000.00 0110 7 1 MAILBOX F& I EA 5----188709 3 $ 300.00 0120 1 REGULAR EXCAVATION CY $ 3.50 5,801 $ 20,303.50 0120 4 SUBSOIL EXCAVATION CY $ 22.00 1,000 S 22,000.00 0120 5 CHANNEL EXCAVATION(LAKE EXCAVATION) CY $ 3.50 35,755 5 125,142.50 0120 6 EMBANKMENT,COMPACTED IN PLACE CY $ 7.50 89,721 5 672,907.50 0121 70 FLOWABLE FILL CY $ 170.00 100 $ 17,000.00 0160 4 TYPE B STABILIZATION SY $ 2.70 82,243 $ 222,056.10 285709 OPTIONAL BASE, BASE GROUP 09 SY 5 13.00 64,018 $ 832,234.00 0286 1 TURNOUT CONSTRUCTION SY $ 26.00 619 $ 16,094.00 0286 2 TURNOUT CONSTRUCTION-ASPHALT TN $ 150.00 135 $ 20,250.00 0334 1 13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C,SP-12.5 TN $ 91.00 6,162 $ 560,742.00 0337 7 82 ASPHALTIC CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, PG 76-22 TN $ 125.00 4,401 $ 550,125.00 0339 1 MISCELLANEOUS ASPHALT PAVEMENT TN $ 250.00 56 $ 14,000.00 0350 3 1 PLAIN CEMENT CONCRETE PAVEMENT,6" 5y $ 48.00 743 $ 35,664.00 0400 1 2 CONCRETE CLASS I, ENDWALLS CY $ 1,360.00 17.5 5 23,800.00 0425 1 351 INLETS,CURB,TYPE P-5,<10' EA $ 5,187.00 8 5 41,496.00 0425 1 361 INLETS,CURB,TYPE P-6, <10' EA $ 5,500.00 13 5 71,500.00 1 0425 1451 INLETS,CURB,TYPE 1-5,<10' EA $ 8,170.00 3 S 24,510.00 0425 1 461 INLETS,CURB,TYPE 1-6,<10' EA S 8,778.00 4 $ 35,112.00 0425 1 521 INLETS,DITCH BOTTOM, TYPE C,<10' EA $ 3,455.00 8 $ 27,640.00 0425 2 41 MANHOLES, P-7,<10' EA $ 4,760.00 3 $ 14,280.00 00310-3 C:\Users\msellnow\AppData\Local\Microsoft\Windows\INetCache\COntent.Outlook\3NTBWCLTCopy of Addendum 6 Appendix A- Page 20 ITEMIZED BID SCHEDULE - Revision 1 PROJECT NAME: 66TH AVENUE (NORTH OF 49TH STREET TO 69TH STREET) PROJECT NO. IRC-1505 BID NO. 2021018 FM NOS. 436379-1-54-01 & 436379-1-54-02 BIDDER'S NAME: Item No. Description Unit Unit Price Quantity I Amount PHASE 1B - ROADWAY, 57TH STREET TO 69TH STREET 101-1 MOBILIZATION/DEMOBILIZATION LS $ 1,800,000.00 1 $ 1,800,000.00 102-1 MAINTENANCE OF TRAFFIC LS $ 400,000.00 1 $ 400,000.00 104-2 PREVENTION,CONTROL&ABATEMENT OF EROSION AND WATER POLLUTION 1_5 $ 145,000.00 1 $ 145,000.00 110-1-1 CLEARING&GRUBBING AC $ 4,418.00 86.0 $ 379,948.00 110-7-1 MAILBOX F&I EA $ 100.00 40 $ 4,000.00 120-1 REGULAR EXCAVATION CY $ 3.50 81,595 $ 285,582.50 120-4 SUBSOIL EXCAVATION CY $ 22.00 3,198 $ 70,356.00 120-5 CHANNEL EXCAVATION CY 5 3.50 890 $ 3,115.00 120-6 EMBANKMENT CY $ 7.50 128,124 $ 960,930.00 160-4 TYPE "B" STABILIZATION SY S 2.70 123,552 $ 333,590.40 285-709 OPTIONAL BASE (BASE GROUP 9) SY 5 13.00 108,050 $ 1,404,650.00 286-1 TURNOUT CONSTRUCTION SY $ 26.00 2,320 $ 60,320.00 327-70-01 MILLING EXISTING ASPHALT PAVEMENT(1"AVG. DEPTH) SY $ 15.00 118 $ 1,770.00 334-1-13 SUPERPAVE ASPHALT CONCRETE (SP-12.5) (TRAFFIC C) (2") TN $ 91.00 11,959 5 1,088,269.00 337-7-82 ASPHALTIC CONCRETE FRICTION COURSE (FC-9 5)(TRAFFIC C) (1") TN $ 125.00 5,980 $ 747,500.00 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN $ 250.00 34 $ 8,500.00 400-1-2 CLASS I CONCRETE(ENDWALL) CY S 1,100.00 13.4 5 14,740.00 400-2-2 CLASS II CONCRETE(ENDWALL) CY $ 1,735.00 125.6 $ 217,916.00 400-4-1 REINFORCED CONCRETE BOX CULVERT(12'X10') LF S 2,360.00 72 $ 169,920.00 415-1-1 REINFORCING STEEL.(ROADWAY) LB $ 1.00 6,510 $ 6,510.00 425-1-351 INLETS(CURB)(TYPE P-5) (<10') EA $ 4,880.00 32 $ 156,160.00 425-1-361 INLETS(CURB)(TYPE P-6) (<10') EA $ 4,900.00 20 $ 98,000.00 425-1-451 INLETS(CURB)(TYPE J-5)(<10') EA S 8,170.00 6 $ 49,020.00 425-1-452 INLETS(CURB)(TYPE J-5)(>10') EA 5 11,750.00 4 $ 47,000.00 425-1-452A INLETS(CURB)(TYPE J-5)(>10')(CONTROL STRUCTURE W/INTERNAL WEIR) EA 5 21,500.00 1 $ 21,500.00 425-1-461 INLETS(CURB)(TYPE J-6)(<10') EA $ 8,200.00 11 $ 90,200.00 425-1-462 INLETS(CURB)(TYPE J-6)(>10') EA $ 11,550.00 1 $ 11,550.00 425-1-521 INLETS(DT BOT)(TYPE C)(<10') EA $ 3,200.00 18 $ 57,600.00 425-1-521A INLETS(DT BOT)(TYPE C)(<10')(CONTROL STRUCTURE W/EXTERNAL SKIMMER) EA 5 6,100.00 3 $ 18,300.00 425-1-531 INLETS(DT BOT)(TYPE C MOD.)(<10')(BACK OF SWK INLET) EA $ 3,250.00 2 $ 6,500.00 425-1-541 INLETS(DT BOT)(TYPE D)(<10') EA $ 3,950.00 2 $ 7,900.00 00310-11 C•\Users\msellnow\AppData\Local\Microsoft\Windows\INetCache\Content.0utlook\3NTBWCL71Copy of Addendum 6 Appendix B-Page 1 HALLEY ENGINEERING CONTRACTORS,INC. To: Indian River County IRC 1505 66th Ave Contact: Rick Shepherd Phone: 772-521-5632 Project Name: 53RD ST SIGNALIZATION Item# Item Description Estimated Quantity Unit Unit Price Total Price 101-1 MOBILIZATION 1.00 LS $65,680.00 $65,680.00 102-1 MAINTENANCE OF TRAFFIC 1.00 LS $16,249.00 $16,249.00 110-1-1 CLEARING&GRUBBING 1.00 IS $3,450.00 $3,450.00 630-2-11 CONDUIT(SIGNAL)(F&I)UNDERGROUND 236.00 LF $58.80 $13,876.80 630-2-12 2"CONDUIT-SIGNALS (F&I)UNDERPAVEMENT 1 RUN 220.00 LF $58.80 $12,936.00 630-2-12 2"CONDUIT-SIGNALS (F&I)UNDERPAVEMENT 5 RUNS 300.00 INT $58.80 $17,640.00 630-2-12 2"CONDUIT-SIGNALS (FM)UNDERPAVEMENT 6 RUNS 150.00 EACH $58.80 $8,820.00 632-7-1 SIGNAL CABLE (F&I) 1.00 EACH $17,325.00 $17,325.00 633-2-31 FIBER OPYIC CONNECTION (INSTALL)(SPLICE) 1.00 AMBY $55.34 $55.34 633-3-11 FIBER OPTIC CONNECTION HARDWARE (F&I)SPLICE ENCLOSURE 12.00 LF $1,627.50 $19,530.00 633-3-15 FIBER OPTIC CONNECTION HARDWARE (F&I)(PATCH PANEL 1.00 EACH $1,811.25 $1,811.25 635-2-11 PULL&SPLICE BOX(F M)(SIGNAL)(13 X 24) 22.00 EACH $1,680.00 $36,960.00 635-2-12 PULL&SPLICE BOX(F&I)(SIGNAL)(24 X 36) 1.00 EACH $2,630.25 $2,630.25 639-1-122 ELECTRICAL POWER SOURCE(F&I)M UNDERGROUND(M PURCHASE BY 1.00 AS $3,843.00 $3,843.00 639-2-1 ELECTRICAL SERVICE WIRE (F&1) 300.00 LF $6.72 $2,016.00 639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) POLE 1.00 EA $2,499.00 $2,499.00 639-2-12 PER-STRESSED CONCRETE POLE(F&I)TYPE P-II SERVICE POLE 1.00 EA $2,719.50 $2,719.50 646-1-11 ALUMINUM SIGNAL POLE (F&I) PEDESTAL 4.00 EA $2,257.50 $9,030.00 649-21-10 MAST ARM(F&I) (WS-170)(SINGLE ARM)(60') 2.00 EA $82,950.00 $165,900.00 649-21-15 MAST ARM(F&I) (WS-170)(SINGLE ARM)(70') 2.00 EA $89,250.00 $178,500.00 650-1-14 TRAFFIC SIGNAL(F&I)ALUMINIUM(3-SECTION)(1-WAY) 8.00 AS $1,722.00 $13,776.00 650-1-16 TRAFFIC SIGNAL(F&I)ALUMINIUM(4-SECTION)(1-WAY) 4.00 AS $2,472.75 $9,891.00 653-1-11 PEDDESTRIAN SIGNAL(F&I)LED COUNTDOWN(1-WAY) 4.00 AS $924.00 $3,696.00 660-4-11 VIDEO DETECTION SYSTEM(F&I)CABINET 8.00 EA $7,491.75 $59,934.00 660-4-12 VIDEO DETECTION SYSTEM(F&I) 4.00 EA $11,586.75 $46,347.00 665-1-11 PEDESTRIAN DETECTOR(PUSH BUTTON) F&I STANDARD 4.00 EA $220.50 $882.00 670-5-110 TRAFFIC CONTROL ASSEMBLY (F&I)NEMA 1.00 AS $50,610.00 $50,610.00 682-2-133 CC CAMERA (F&I)(DOME PTZ,NON-PRESSURIZED)(IP,HIGH DEFIN 1.00 EA $9,712.50 $9,712.50 MON 1 684-1-1 MANAGED FIELD ENTHERNET SWITCH LAYER 2 (F&I) 1.00 EA $6,825.00 $6,825.00 700-1-60 SINGLE POST SIGN (REMOVE) 2.00 AS $131.25 $262.50 700-5-22 INTERNALLY ILLUNMINATED SIGN (F&I)OVERHEAD (12-18 SF) 4.00 EA $4,410.00 $17,640.00 715-5-31 LUMINAIRE AND BRACKET ARM (F&I) 4.00 EA $3,307.50 $13,230.00 TOTAL BID PRICE $814,277.14 Notes: • Our proposal is valid for 30 days following the date of bid submission. Exceptions may be granted upon written request •Local power company impact fees&permit fees are not induded. • Preparation of shop drawings and submittals generally take 30-45 days following the issuance of a notice to proceed under usual circumstances. • A reasonable material procurement is anticpated thereafter(22-28 weeks) • Proposal does NOT include any cost associated with de-energizing electrical lines for installation of drill shaft foundations and Mastarms,if needed. ACCEPTED: The above prices,specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: Appendix B-Page 2 Quote No: 22-1055 change order 4 NAT TRAFFIC CONTROL SYSYTEMS Project: IRC 66 AVE 9250 BELEVEDERE RD Location: 66 AVE&53 WEST PALM BEACH County: FLORIDA 33411 INDIAN RIVER 561 313 2812 COMPANY A ALLEN Email:aallen@ntcs.co ADDRESS PHONE EMAIL NTC S PROPOSAL Contract Unit Total Item Description UM Qty. Price Amount 101-1 MOBILIZATION/DEMOBILIZATION LS 1 35,000.00 35,000.00 102-1 MOT LS 1 110-1-1 LS 1 630-2-11 CONDUIT(SIGNAL)(F&I)UNDERGROUND LF 236 56.00 13,216.00 630-2-12 2"CONDUIT-SIGNALS (F&I)UNDERPAVEMENT 1 RUN LF 220 56.00 12,320.00 630-2-12 2"CONDUIT-SIGNALS (F&I)UNDERPAVEMENT 5 RUNS LF 300 56.00 16,800.00 630-2-12 2"CONDUIT-SIGNALS (F&I)UNDERPAVEMENT 6 RUNS LF 150 56.00 8,400.00 632-7-1 SIGNAL CABLE (F&I) PI 1 16,500.00 16,500.00 633-2-31 FIBER OPYIC CONNECTION (INSTALL)(SPLICE) EA 1 52.70 52.70 633-3-11 FIBER OPTIC CONNECTION HARDWARE (F&I)SPLICE ENCLOSURE EA 12 1,550.00 18,600.00 633-3-15 FIBER OPTIC CONNECTION HARDWARE (F&I)(PATCH PANEL PRETERMINATED) EA 1 1,725.00 1,725.00 635-2-11 PULL&SPLICE BOX(F&I)(SIGNAL)(13 X 24) EA 22 1,600.00 35,200.00 635-2-12 PULL&SPLICE BOX(F&I)(SIGNAL)(24 X 36) EA 1 2,505.00 2,505.00 Page 1 of 3 Appendix B-Page 3 Quote No: 22-1055 change order 4 NAT TRAFFIC CONTROL SYSYTEMS Project: IRC 66 AVE 9250 BELEVEDERE RD Location: 66 AVE&53 WEST PALM BEACH County: FLORIDA 33411 INDIAN RIVER 561 313 2812 COMPANY A ALLEN Email:aallen@ntcs.co ADDRESS PHONE /"I EMAIL �; N T PROPOSAL Contract Unit Total Item Description UM Qty. Price Amount 639-1-122 ELECTRICAL POWER SOURCE(F&I)M UNDERGROUND(M PURCHASE BY CONTRACTOR) AS 1 3,660.00 3,660.00 639-2-1 ELECTRICAL SERVICE WIRE (F&1) LF 300 6.40 1,920.00 639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) POLE EA 1 2,380.00 2,380.00 639-2-12 PER-STRESSED CONCRETE POLE(F&I) TYPE P-II SERVICE POLE EA 1 2,590.00 2,590.00 646-1-11 ALUMINUM SIGNAL POLE (F&I) PEDESTAL EA 4 2,150.00 8,600.00 649-21-10 MAST ARM(F&I) (WS-170)(SINGLE ARM)(60') EA 2 79,000.00 158,000.00 649-21-15 MAST ARM(F&I) (WS-170)(SINGLE ARM)(70') EA 2 85,000.00 170,000.00 650-1-14 TRAFFIC SIGNAL(F&I)ALUMINIUM(3-SECTION)(1-WAY) AS 8 1,640.00 13,120.00 650-1-16 TRAFFIC SIGNAL(F&I)ALUMINIUM(4-SECTION)(1-WAY) AS 4 2,355.00 9,420.00 653-1-11 PEDDESTRIAN SIGNAL(F&I)LED COUNTDOWN(1-WAY) AS 4 880.00 3,520.00 660-4-11 VIDEO DETECTION SYSTEM(F&I)CABINET EA 8 7,135.00 57,080.00 660-4-12 VIDEO DETECTION SYSTEM(F&I) EA 4 11,035.00 44,140.00 665-1-11 PEDESTRIAN DETECTOR(PUSH BUTTON) F&I STANDARD EA 4 210.00 840.00 670-5-110 TRAFFIC CONTROL ASSEMBLY (F&I)NEMA AS 1 48,200.00 48,200.00 682-2-133 CCTV CAMERA (F&I)(DOME PTZ,NON-PRESSURIZED)(IP,HIGH DEFIN ITION) EA 1 9,250.00 9,250.00 684-1-1 MANAGED FIELD ENTHERNET SWITCH LAYER 2 (F&I) EA 1 6,500.00 6,500.00 700-1-60 SINGLE POST SIGN (REMOVE) AS 2 125.00 250.00 700-5-22 INTERNALLY ILLUNMINATED SIGN (F&I)OVERHEAD (12-18 SF) EA 4 4,200.00 16,800.00 715-5-31 LUMINAIRE AND BRACKET ARM (F&I) EA 4 3,150.00 12,600.00 Page 2 of 3 Appendix B-Page 4 Quote No: 22-1055 change order 4 NAT TRAFFIC CONTROL SYSYTEMS Project: IRC 66 AVE 9250 BELEVEDERE RD Location: 66 AVE&53 WEST PALM BEACH County: FLORIDA 33411 INDIAN RIVER 561 313 2812 COMPANY A ALLEN Email:aallen@ntcs.co ADDRESS PHONE EMAIL NTCS PROPOSAL Contract Unit Total Item Description UM Qty. Price Amount GRAND TOTAL 729,188.70 COMMENTS: THIS PROPOSAL MUST BE A PART OF THE CONTRACT DOCUMENTS.ALL COMMENTS BELOW SUPERCEDES ANY LANGUAGE 1.) INCLUDED IN THE CONTRACT DOCUMENTS THAT CONTRADICTS THESE COMMENTS 2.) MAINTENANCE OF TRAFFIC IS TO BE PROVIDED BY PRIME CONTRACTOR 3.) ALL OFF DUTY LAW ENFORCEMENT OFFICERS, IF REQUIRED,TO BE PROVIDED BY PRIME 4.) ALL MOT DEVICES TO BE PROVIDED BY PRIME CONTRACTOR 5.) IMPACT FEES,PERMIT FEES, BONDING,PERMITTING AND SURVEYING NOT INCLUDED. 6.) ALL SURVYING WITH OFF SETS TO BE DONE BY PRIME 7.) COST FOR CONCRETE APRONS AROUND PULL BOXES IS NOT INCLUDED 8.) 9.) 10.) PLEASE CALL ANTHONEEL ALLEN @ 5613132812 WITH ANY QUESTIONS. Page 3 of 3