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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