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Home My WebLink About2014-065DUNS No.: 80-939-7102 CSFA No.: 55.026 asjrsAolotV aoleg gra ocs Contract No.: AQN-66 FM No 425883-1-58-01 Vendor No: VF 596-000-679 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND INDIAN RIVER COUNTY TRANSPORTATION REGIONAL INCENTIVE PROGRAM AGREEMENT AMENDMENT NUMBER TWO THIS Amendment, made and entered into this els1# day of, 20i'} , by and between the State of Florida Department of Transportation, an agency of three of Florida, hereinafter called the DEPARTMENT, and INDIAN RIVER COUNTY, 1801 27TH Street, Vero Beach, Florida 32960, hereinafter called the COUNTY. WITNESSETH WHEREAS, on June 1, 2012, the parties entered into a Transportation Regional Incentive Program Agreement, hereinafter referred to as the Agreement, wherein the COUNTY agreed to provide certain improvements in connection Financial Management (FM) No 425883-1-58-01 for the Construction (widening and reconstruction) along 66th Avenue from SR -60 to 41St Street in Indian River County, Florida, hereinafter referred to as the Project; and WHEREAS, the parties amended the Agreement on December 4, 2012 (Amendment Number One); and WHEREAS, the parties desire to further amend the Agreement; and WHEREAS, the parties hereto mutually agree that this Amendment is in their best interest; NOW, THEREFORE, in consideration of the mutual covenants, promises and representations herein, the parties agree to amend that certain Transportation Regional Incentive Program Agreement dated June 1, 2012, as follows: 1. The recitals set forth above are true and correct and are deemed incorporated herein. 2. Exhibit B of the Agreement is removed in its entirety and replaced with Exhibit B of this Amendment, attached hereto and made a part hereof. All deliverables shown in Exhibit B of this Amendment are eligible for reimbursement from the date of the Agreement. 3. The COUNTY will need written approval from the Department, if deviating from the items shown in Exhibit B of this Amendment All provisions, covenants, terms and cond.tions of the Agreement between the parties theretofore entered into on June 1, 2012, and amended on December 4, 2012 as originally set forth therein, which are not hereby expressly amended or modified and not in conflict with the terms hereof, are hereby ratified and confirmed and shall remain the same and be unaffected by these presents. Page 1 IN WITNESS WHEREOF the COUNTY has caused this Agreement to be executed in its behalf, by the Chairman/Councilman of INDIAN RIVER COUNTY or its designee, as authorized by Resolution Number 2014-042 , and the FLORIDA DEPARTMENT OF TRANSPORTATION has caused this Amendment to be executed in its behalf through its District Secretary or authorized designee: ATTEST: INDIAN RIVER COUNTY, FLORIDA J.R. SMITH CLERK CIRCUIT COURT APPROVED AS TO FORM AND LEGAL SUFFICIENCY BY _ £J.COUNTY ATTORNEY �phiMISS�O✓, jai `o.414 RCO�Nli ,• BCC Approved: 05-13-14 * *TAME* • ;o�.TITLE: • Peter D. O'Bryan CHAIRMAN ATTEST: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION BY. acyti EXECUTIVE SECRETARY (SEAL) LA 03 \..-t eD it14 Print Name (Date) Availability of Funds Approval: (Date) BY: DIRECTOR V • NSPORTATION D : * • MENT DISTRICT 4 ,� GERRY O'REILLY PE Print Name LEGAL REVIEW X14 (Date) Page 2 Item No. 1 Exhibit "B" Deliverables FM# 425883 1-58-01 Description 1 Quantity Unit ROADWAY IMPROVEMENTS FROM STA 129+00 TO STA 219+40 (0545B) ROADWAY IMPROVEMENTS 101-1 101-1A 102-1 MOBILIZATION 1 LS PROJECT PHOTOGRAPHSNIDEOS & AERIAL PHOTOGRAPHY 102-14 102-99 MAINTENANCE OF TRAFFIC 1 LS 1 LS TRAFFIC CONTROL OFFICER (OFF DUTY LAW ENFORCEMENT) 104-10-3 104-11 CHANGEABLE VARIABLE MESSAGE SIGN (4) SEDIMENT BARRIER 104-15 500 MH 1,880 PD 30,950 LF FLOATING TURBIDITY BARRIER 104-18 108-3 1,720 LF SOIL TRACKING PREVENTION DEVICE INLET PROTECTION SYSTEM 110-1-1 110-6 120-1 N.P.D E S PERMITTING 14 EA 74 EA 1 LS CLEARING & GRUBBING 1 LS PLUGGING 4" WATER WELL (DEPTH UNKNOWN) 120-5 120-6 1 EA EXCAVATION REGULAR CHANNEL EXCAVATION (DETENTION AREA) (1/2 of the volume from Detention Area #4 to remain on Peterson's Property) 121-70 160-4 EMBANKMENT, COMPACTED IN PLACE FLOWABLE FILL 285-709 61,311 CY 21,316 CY 134,328 CY 100 CY TYPE B STABILIZATION - (12" SUBGRADE LBR 40) 10" OPTIONAL BASE GROUP 9 (TWO LIFTS) 104,054 SY 98,994 SY 096 SY 286-1 1 UKNUU 1 GUNJ 1 rlU .# IRAN 286-2 TURNOUT CONSTRUCTION - ASPHALT 207 TN 327-70-1 MILLING EXISTING ASPHALT PAVEMENT (1" AVG.) 112 SY 334-1-13A SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP -12.5)(1.75") 98,994 SY 334-1-13C ASPHALTIC (1.25") CONCRETE SURFACE COURSE (TRAFFIC C) (SP -9.5) g8 994 SY 334-1-130 ASPHALTIC CONCRETE SURFACE COURSE (TRAFFIC C) (SP -9.5) (1.25") 140 TN 339-1 MISCELLANEOUS ASPHALT PAVEMENT 290 TN 350-1-1 PLAIN CEMENT CONCRETE PAVEMENT 6" 914 SY 400-0-11 CONCRETE CLASS NS, GRAVITY WALL 529 CY 400-1-2 CONCRETE CLASS I ENDWALLS 18 CY Page 1 Exhibit "B" Deliverables FM# 425883-1-58-01 Page 2 Item No. Deecrlptlon Quantity Unit 400-1-2 CONCRETE CLASS II, ENDWALLS 20 CY 415-1-1 REINFORCING STEEL, ROADWAY 2,095 LB 425-1-312 INLETS, CURB, TYPE "P-1 , >10' 2 EA 425-1-351 INLETS, CURB, TYPE "P-5", <10' 16 EA 425-1-361 INLETS, CURB, TYPE "P-6", <10' 24 EA 425-1-362 INLETS, CURB, TYPE "P-6 , >10' 2 EA 425 1 451 INLETS, CURB, TYPE "J-5", <10' 1 EA 425-1-461 INLETS, CURB, TYPE "J-6", <10' 6 EA 425-1-521 INLETS, DITCH BOTTOM (TYPE "C" ) <10' 17 EA 425-1-551 INLETS, DITCH BOTTOM (TYPE "E" ) <10' 2 EA 425-1-901 INLETS, SPECIAL <10' 6 EA 425-1-902 INLETS, SPECIAL, >10' 2 EA 425-1-910 INLETS, CLOSED FLUME, TYPE II, DOUBLE BARREL 2 EA 425-2-41 MANHOLES, P-7, <10' 3 EA 425-2-71 MANHOLES, J-7, <10' 7 EA 425-2-72 MANHOLES, J-7, >10' 1 EA 425-3-81 CONTROL STRUCTURE 2 EA 425-4 INLET, ADJUST 2 EA 425-5 MANHOLES, ADJUST 1 EA 425-11 MODIFY EXISTING CONTROL STRUCTURE 2 EA 430-174-112 PIPE CULVERT, RCP, ROUND 12" S/CD 120 LF 430-174-124 PIPE CULVERT, RCP, ROUND 24" S/CD 2,034 LF 430-174-130A PIPE CULVERT, RCP, ROUND 30" S/CD 1,497 LF 430-174-1308 PIPE CULVERT, CAP, ROUND 30" S/CD 437 LF 430-174-136 PIPE CULVERT RCP, ROUND 36" S/CD 1,609 LF 430-174-142 PIPE CULVERT, RCP, ROUND 42" S/CD 55 LF 430-174-148 PIPE CULVERT, RCP, ROUND 48" S/CD 551 LF 430-174-160 PIPE CULVERT, RCP, ROUND 60" S/CD 352 LF 430-175-118A PIPE CULVERT, RCP, ROUND 18" S/CD 5,297 LF 430-175-118B PIPE CULVERT, CAP, ROUND 18" S/CD 240 LF 430-175-172 PIPE CULVERT, RCP, ROUND 72" S/CD 100 LF Page 2 Exhibit 'B" Deliverables FM# 425883-1-58-01 Page 3 Item No. Description Quantity Unit 430-175-184 PIPE CULVERT, RCP, ROUND 84" S/CD 149 LF 430-175-236A PIPE CULVERT, CAP, ELIPTICAL, 36" S/CD 40 LF 430-175-236B PIPE CULVERT, RCP, ELIPTICAL, 36" S/CD 399 LF 430-175-242 PIPE CULVERT, RCP, ELIPTICAL 42" S/CD 438 LF 430-175-248 PIPE CULVERT, RCP, ELIPTICAL 48" S/CD 601 LF 430-982-125 MITERED END SECTION, RCP, 18" 20 EA 440-1-10A UNDERDRAIN WITH SOCK FILTER (4" DIAMETER) 1,372 LF 440-1-108 UNDERDRAIN WITH SOCK FILTER (8" DIAMETER) 197 LF 440-73-4 UNDERDRAIN OUTLET PIPE (10") 33 LF 440-73-5 UNDERDRAIN OUTLET PIPE (12") 35 LF 514-71-2 PLASTIC FILTER FABRIC, STABILIZATION 3,301 SY 515-1-1 HANDRAIL-GUIDERAIL, STEEL 2,610 LF 520-1-10 CONCRETE CURB & GUTTER (TYPE "F") 37,829 LF 520-1-70 CONCRETE CURB & GUTTER (TYPE "E") 108 LF 522-2 SIDEWALK CONCRETE, 6' THICK 10,487 SY 523-1 PATTERNED/TEXTURED PAVEMENT, CONCRETE 2,234 SY 530-1 RIP RAP, SAND CEMENT 40 CY 530-3-3 RIP RAP, RUBBLE, BANK & SHORE 149 TN 536-1-1 GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL LENGTH) 7,745 LF 536-7 SPECIAL GUARDRAIL POST 60 EA 536-8 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY, F&I 4 EA 536-82 GUARDRAIL ANCHORAGE CONCRETE BARRIER WALL 1 EA 536-82-24 GUARDRAIL END ANCHORAGE ASSEMBLY - PARALLEL 1 EA 536-82-25 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE II 3 EA 536-85-26 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE CRT 1 EA 538-1 GUARDRAIL RESET 580 LF 544-75-14 CRASH CUSHION - QUADGUARD 1 EA 544-75-21 CRASH CUSHION - TAU -II 2 EA 550-102-18 FENCING, RELOCATE EXISTING 443 LF 550-102-22 FENCING, TYPE B, 5.1'-6.01, with VINYL COATING 2,736 LF 550-602-13 FENCE GATE, TYPE B, SINGLE, 12.1-18.0' OPENING 2 EA Page 3 Exhibit "B" Deliverables FM# 425883-1-58-01 Page 4 Item No. Description Quantity Unit 630-1-12 CONDUIT SIGNALS (F&I) (UNDERGROUND) 17,442 LF 630-1-13 CONDUIT SIGNALS (F&I) (UNDERPAVEMENT SAWCUT) (2") 967 LF 630-1-13A CONDUIT SIGNALS (F&i) (UNDERPAVEMENT SAWCUT) (4") 1,259 LF 630-1-22 CONDUIT SIGNALS (F) (UNDERGROUND) 1,748 LF 632-7-1 CABLE - SIGNAL (F&I) 1 PI 633-121-1 CABLE - FIBER OPTIC (F&I) (UNDERGROUND) 150 LF 633-121-3 CABLE - FIBER OPTIC (F&I) (UNDERGROUND) (96 FIBER) 10,383 LF 635-1-11 PULL & JUNCTION BOXES (F&I) (PULL BOX) 31 EA 635-1-15 PULL & JUNCTION BOXES (F&I) (FIBER OPTICS) 24 EA 639-1-21 ELECTRICAL POWER SERVICE (SIGNALS) 1 AS 639-2-1 ELECTRICAL SERVICE WIRE 200 LF 639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) (POLE) 1 EA 646-1-11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL) 8 EA 641-2-12 PRESTRESSED CONCRETE POLE (F&I) (TYPE P-11 SERVICE POLE 1 EA 649-31-107 MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITH LUMINAIRE (46') 2 EA 649-31-108 MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITH LUMINAIRE (60') 2 EA 650-51-311 TRAFFIC SIGNAL (F&I) (3 SECTION 1 WAY) (STD) 5 AS 650-51-511 TRAFFIC SIGNAL (F&I) (5 SECTION 1 WAY) (STD) 5 AS 653-191 SIGNAL, PEDESTRIAN (F71) (LED COUNTDOWN) 8 AS 659 101 SIGNAL HEAD AUXILIARIES (F&I)(BACKPLATES, 3 SEC) 2 EA 659-107 SIGNAL HEAD AUXILIARIES (F&I)(ALUMINUM PEDESTAL) 3 EA 659 118 SIGNAL HEAD CLUSTER) AUXILIARIES (F&I) (BACKPLATES, 5 SECTION 2 EA 663-74-11 VEHICLE DETECTOR ASSEMBLIES (F&I) (OPTICAL) 4 EA 665-11 PEDESTRIAN DETECTOR (F&I) (POLE MOUNTED) 8 EA 670-5-110 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) 1 AS 678-1-110 CONTROLLER ACCESSORIES (F&I) (TYPE IV TIME SWITCH) 1 EA 685-106 SYSTEM AUXILIARIES (UNITERUPTIBLE POWER SOURCE) 1 EA 685-120 SYSTEM AUXILIARIES (TELEMETRY TRANSCEIVER) 1 EA 685-128 SYSTEM AUXILIARIES (INTERFACE PANEL) 1 EA 686-101 CCTV CAMERA ASSEMBLY 1 EA 690-10 SIGNAL HEAD ASSEMBLY (REMOVAL) 8 EA Page 4 Exhibit "B" Deliverables FM# 425883-1-58-01 Page 5 Item No. Description Quantity Unit 690-20 PEDESTRIAN SIGNAL ASSEMBLY (REMOVAL) 4 EA 690-32-1 SHALLOW POLE (REMOVAL) 4 EA 690-50 CONTROLLER ASSEMBLY, (REMOVAL) 1 EA 690-60 VEHICLE DETECTOR ASSEMBLY (REMOVAL) 8 EA 690-70 PEDESTRIAN DETECTOR ASSEMBLY (REMOVAL) 4 EA 690-80 SPAN WIRE ASSEMBLY (REMOVAL) 4 EA 690-90 CONDUIT AND CABLING (REMOVAL) 1 PI 690-100 SIGNAL EQUIPMENT, MISCELLANEOUS (REMOVAL) 1 PI 699-101 INTERNALLY ILLUMINATED STREET NAME SIGN (66TH AVENUE) 2 EA 699-101 INTERNALLY ILLUMINATED STREET NAME SIGN (26TH STREET) 2 EA 700-20-11 SIGN, SINGLE POST (F&I) (LESS THAN 12 SF) 36 AS 700-20-12 SIGN, SINGLE POST (F&I) (12-20 SF) 5 AS 700-20-14 SIGN, SINGLE POST (F&I) (20-30 SF) 5 AS 700-20-40 SIGN, SINGLE POST (RELOCATE) 6 AS 700-20-60 SIGN, SINGLE POST (REMOVE) 33 AS 700-48-60 EXISTING SIGN PANEL (REMOVE) 2 EA 705-1-1 OBJECT MARKER, TYPE 1 6 EA 706-3 R.P.M. BI-DIRECTIONAL AMBER / AMBER 820 EA 706-3 R.P.M. BI-DIRECTIONAL WHITE / RED 713 EA 711-11-111 SOLID TRAFFIC STRIP (6" WHITE) 5.76 NM THERMOPLASTIC 0.47 NM 711-11-112 THERMOPLASTIC SOLID TRAFFIC STRIP (8" WHITE) 711-11-123 SOLID TRAFFIC STRIPE (17' WHITE) 1,500 LF THERMOPLASTIC 711-11-124 SOLID TRAFFIC STRIPE (18" WHITE) 624 LF THERMOPLASTIC 711-11-125 SOLID TRAFFIC STRIPE (24" WHITE) 454 LF THERMOPLASTIC 711-11-131 THERMOPLASTIC SKIP STRIPE (6" WHITE 10'-30') 3.42 GM 711-11-131 THERMOPLASTIC SKIP STRIPE (6" WHITE 6'-10') 1,590 LF 711-11-131 THERMOPLASTIC SKIP STRIPE (6" WHITE 2'-4') 58 LF 711-11-170 THERMOPLASTIC WHITE STANDARD TURN ARROWS 70 EA 711-11-211 THERMOPLASTIC SOLID TRAFFIC STRIPE (6" YELLOW) 6.54 NM 711-11-224 THERMOPLASTIC SOLID TRAFFIC STRIPE (18" YELLOW) 340 LF 711-11-251 THERMOPLASTIC DOTTED GUIDELINE (6" YELLOW 6'-10' GAP EXTENSION) 672 LF Page 5 Exhibit "13" Deliverables FM# 425883-1-58-01 Page 6 Item No. Description Quantity Unit 715-4-400 LIGHT POLE ASSEMBLY COMPLETE (RELOCATE) 1 EA 783-6-1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA LANDSCAPING 570-1-1 PERFORMANCE SOIL, FERTILIZER, TURF - SOD (ARGINTINE AND WATERING) BAHIA) (INCLUDES: TOP 20,000 SY 570-1-1A PERFORMANCE TURF - SEED (INCLUDES:WATERING) 1,600 SY 570-1-2 PERFORMANCE FERTILIZER AND TURF - SOD WATERING) (ST. AUGUSTINE) (INCLUDES: TOP SOIL, 89,440 SY 580-1-1B PARSON'S JUNIPER (3G, 10"HTx18" SPR, F, 24" O.C.) 95 EA 580-1-1C MUHLEY GRASS (1G, 18"HTx12" SPR, FULL POT, 24" O.C.) 185 EA 580-1-1D DWARF INDIAN HAWTHORNE (3G, 12"HT X 15"SPR 24" O.C.) 738 EA 580-1-1E (3G, 18" OA, FTB, 24" O.C.) 295 EA THRYALLIS 580-1-1F DWARF YAUPON (3G, 12" OA, F, 18" O.C.) 245 EA 580-1-1G DWARF FAKAHATCHEE GRASS (3G, 18" OA, 24" O.C.) 195 EA 580-1-1H RED TIPPED COCOPLUM (3G, 24" HTx18" SPR, F, 30" O.C.) 190 EA 580-1-1J DWARF FIRE BRUSH (3G, 24" OA, F, 30" O.C.) 878 EA 580-1-1K WAX MYRTLE (3G, 30' HTx24" SPR, FTB, 36" O.C.) 107 EA 580-1-1L COMPACT SIMPSON'S STOPPER (3G, 30"HTx20" SPR, FTB, 30" O.C.) 433 EA 580-1-1M IMPERIAL BLUE PLUMBAGO (3G, 18" OA, F, 24" O.C.) 180 EA 580-1-1N CROTON "MAMMEY"(3G, 24" OA, F, 24" O.C.) 58 EA 580-1-1P GREEN COCO PLUM (1G, 18"HTx12" SPR, F, 36" O.C.) 220 EA 580-1-1Q WAX MYRTLE(FOR LITTERAL ZONE)(3G, 18" OA, FTB, 24" O.C.) 220 EA 580-1-1R SAND CORDGRASS (10, 12"HTx10" SPR., F,30" O.C.) 315 EA 580-1-1S JOINTED SPIKERUSH (BR, CLEAN, Free of Weeds, @ 24" O.C.) 1,410 EA 580-1-1T PICKERAL WEED (BR, CLEAN, Free of Weeds, @ 24" O.C.) 705 EA 580-1-1U DUCK POTATO (BR CLEAN, Free of Weeds, @ 24" O.C.) 705 EA 580-1-2A EAST PALATKA HOLLY (FG, 12'HTx6' SPR, 3' C, SP A.S.) 8 EA 580-1-2B NATCHEZ A.S.) CRAPE MYRTLE (FG, 12'HTx6' SPR, 8' CT min , ML, SP, HO, 20 EA 580-1-2C JAPANESE PRIVET TREE (CG, 12' OA, 8' CT, STD, F, SP, A.S.) 9 EA 580-1-20 LIVE OAK (FG, 12'11Tx6' SPR, 3"C, F, SP, HO A.S.) 11 EA 580-1-2E CABBAGE CAL, SP, A.S.) PALM (FG, 8'-20' CT HT BTD OR SLT TR, Sun grown, HV, 50 EA 580-1-2F FOXTAIL PALM (FG, 8' GW, Full Head, No Scars, SP, A.S.) 21 EA 580-1-2G RED MAPLE (7G, 5' OA, 1"C) 12 EA Page 6 Exhibit 'B" Deliverables FM# 425883-1-58-01 Item No. 580-1-2H 590-70 Description Quantity Unit BALD CYPRUS (7G, 5' OA) 19 EA IRRIGATION SYSTEM, COMPLETE (INCLUDES WELL, PUMPS, ELECTRICAL SERVICE CONDUIT, SPRINKLERS, ETC.) 1 LS ROADWAY IMPROVEMENTS PROPOSED BRIDGES & RETAINING/BARRIER WALL 26TH STREET RETAINING/BARRIER WALL 110-3 455-133-3 460-70-2 521-5-4 DEMOLITION 1 LS STEEL SHEETING (AZ -18 - 22'-0" LONG) INCLUDES STEEL SUPPORT PLATES ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 521-6-3 544-75-14 7,304 SF 332 LF CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL SHAPE) WALL COPING WITH TRAFFIC RAILING/RAISED SIDEWALK CRASH CUSHION VEHICLE ATTENUATOR 332 LF 332 LF 1 EA 26TH STREET RETAINING/BARRIER WALL 33RD STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE SUPERSTRUCTURE 1 LS 400-2-4 41514 CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN DECK UNITS) 450-88-18A 450-88-18B 460-70-2 521-5-1 REINFORCING STEEL (FOR CLOSURE POURS BETWEEN DECK UNITS) PRESTRESSED PRECAST DECK UNITS (18" X 4'-3" X 36'-01 (12 REQUIRED) PRESTRESSED PRECAST DECK UNITS (18" X 4'-6" X 36'-0") (2 REQUIRED) ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 521-5-4 13 CY 990 LB 432 LF 72 LF 74 LF CONCRETE TRAFFIC RAILING BARRIER - (32" F SHAPE) 521-72-3 37 LF CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL SHAPE) SHOULDER CONCRETE BARRIER WALL (INDEX 410 - CANTILEVERED WALL) 37 LF 33.58 LF Page 7 400-2-5 CLASS II CONCRETE (FOR PILES CAPS) 78.5 CY 415-1-5 REINFORCING STEEL (FOR PILES CAPS) 12,090 LB PRESTRESSED PILES 455-133-2 18" sq X 65'-0" MINIMUM (TEST PILE - ABUTMENT) (1 EA) 65 LF 455-34-2A 18" sq X 50'-0" MINIMUM (ABUTMENT) (19 EA) 950 LF 455-34-2B 14" sq X 40'-0" MINIMUM (WING BENT) (13 EA) 520 LF 455-14-5A 8" X 8'-0" X 17-0" PRECAST CONCRETE SHEET WALL (26 EA) 312 LF Page 7 Exhibit "B" Deliverables FM# 425883 1-58-01 Page 8 Item No. Description Quantity Unit 455-14-5B 8" X 6'-0" X 17-0" PRECAST CONCRETE SHEET WALL (1 EA) 12 LF SIDEWALK & MEDIAN 400-2-4 CLASS II CONCRETE 8.0 CY 415-1-4 REINFORCING STEEL 343 LB APPROACH SLABS 339-1 MISCELLANEOUS ASPHALT PAVAMENT 2 TN 400-2-10 CLASS II CONCRETE 116 CY 415-1-9 REINFORCING STEEL 22,635 LB 530-3-3 INCLUDED ROCK RUBBLE IN (CANAL EXCAVATION THE COST OF THIS AS ITEM) REQUIRED SHALL BE 1,383 TN 544-75-14 CRASH CUSHION VEHICLE ATTENUATOR 1 EA 715-2-117 2" PVC CONDUIT 152 LF 33RD STREET BRIDGE 37TH STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE 400-2-4 CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN DECK UNITS) 13 CY 4151-4 REINFORCING UNITS) STEEL (FOR CLOSURE POURS BETWEEN DECK 990 LB 450-88-18A PRESTRESSED REQUIRED) PRECAST DECK UNITS (18" X 4'-3" X 36'-01 (12 432 LF 450-88-18B PRESTRESSED REQUIRED) PRECAST DECK UNITS (18" X 4'-6" X 36'-0") (2 72 LF 460-70-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 521-5-1 CONCRETE TRAFFIC RAILING BARRIER - (32" F SHAPE) 37 LF 521-5-4 CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL SHAPE) 37 LF 521-72-3 SHOULDER WALL) CONCRETE BARRIER WALL (INDEX 410 - CANTILEVERED 66 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE (FOR PILES CAPS) 80.5 CY 415-1-5 REINFORCING STEEL (FOR PILES CAPS) 12,379 LB PRESTRESSED PILES 455-133-2 18" sq X 65'-0" MINIMUM (TEST PILE - ABUTMENT) (1 EA) 65 LF 455-34-2A 18" sq X 50'-0" MINIMUM (ABUTMENT) (19 EA) 950 LF 455-34-28 14" sgX40'-0" MINIMUM (WING BENT) (14 EA) 560 LF 455-14-5A 8" X 8'-0" X 12'-0 PRECAST CONCRETE SHEET WALL (26 EA) 312 LF 455-14-5B 8" X 6'-0" X 12'-0" PRECAST CONCRETE SHEET WALL (2 EA) 24 LF Page 8 Exhibit "B" Deliverables FM# 425883-1-58-01 Page 9 Item No. 1 Description 1 Quantity 1 Unit SIDEWALK & MEDIAN 400-2-4 CLASS II CONCRETE 8 I CY 415 1 4 REINFORCING STEEL 343 LB APPROACH SLABS 339-1 MISCELLANEOUS ASPHALT PAVAMENT 2 TN 400-2-10 CLASS II CONCRETE 112 CY 415-1-9 REINFORCING STEEL 19,570 LB 530-3-3 ROCK INCLUDED RUBBLE IN THE (CANAL COST EXCAVATION OF THIS ITEM) AS REQUIRED SHALL BE 1,268 TN 715-2-117 2' PVC CONDUIT 152 LF 37TH STREET BRIDGE BRIDGES & RETAINING/BARRIER WALL FROM STA 129+00 TO STA 219+40 (0545B) 41ST STREET INTERSECTION STA 219+40 TO STA 245+90 (0545B) KHA 101-1 MOBILIZATION 1 LS 101-1A PROJECT PHOTOGRAPHSNIDEOS & AERIAL PHOTOGRAPHY 1 LS 104-2 PREVENTION, POLLUTION CONTROL & ABATEMENT OF EROSION AND WATER 1 LS 108-3 N.P.D.E.S. PERMITTING 1 LS 110-1-1 CLEARING & GRUBBING (16.8 ACRES) 1 LS 110-6 PLUGGING 4" WATER WELL (DEPTH UNKNOWN) 1 EA 110-7-1 MAILBOX (F&I) (SINGLE) 3 EA 120-1 EXCAVATION REGULAR 4,776 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 40,681 CY LBR 40) 37,405 SY 160-4 TYPE B STABILIZATION - (12" SUBGRADE 285-706 8" OPTIONAL BASE GROUP 6 (TWO LIFTS) 10,900 SY 285-709 10" OPTIONAL BASE GROUP 9 (TWO LIFTS) 21,600 SY 286-2 TURNOUT CONSTRUCTION - ASPHALT 217 SY 327-70-1 MILLING EXISTING ASPHALT PAVEMENT (1" AVG.) 800 SY 334-1-13A SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C)(SP-12.5) (1.75") 33,300 SY 334-1-13C SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C)(SP-9.5) (1.25") 32,500 SY 339-1 MISCELLANEOUS ASPHALT PAVEMENT 4 TN 400-2-2 CONCRETE, CLASS II, ENDWALL 52 CY Page 9 Exhibit "B" Deliverables FM# 425883 1-58-01 Page 10 Item No. Description Quantity Unit 415-1-3 REINFORCING STEEL (ENDWALL) 4,885 LB 425-1-351 INLETS, CURB, TYPE "P-5", <10' 7 EA 425-1-361 INLETS, CURB, TYPE "P-6", <10' 8 EA 425 1-451 INLETS, CURB, TYPE "J-5", <10' 1 EA 425-1-459 INLETS, CURB, TYPE "J-5", (SPECIAL) 1 EA 425-1-521 INLETS, DITCH BOTTOM (TYPE "C" ), <10' 11 EA 425-2-61 MANHOLE (TYPE P-8) (<10') 1 EA 425-3-81 JUNCTION BOX (DRAINAGE) (SPECIAL) <10' 1 EA 430-175-118A PIPE CULVERT, RCP, ROUND 18" S/CD 1,406 LF 430-175-118B PIPE CULVERT, ALUMINIZED CMP, ROUND 18" S/CD 281 LF PIPE CULVERT, RCP, ROUND 24" S/CD 591 LF 430-175-124 430-175-130 PIPE CULVERT, RCP, ROUND 30" S/CD 1,211 LF 430-175-136 PIPE CULVERT RCP, ROUND 36" S/CD 96 LF 430-175-160 PIPE CULVERT, RCP, ROUND 60" S/CD 320 LF 430-175-184 PIPE CULVERT, RCP, ROUND 84" S/CD 160 LF 430-175-204 PIPE CULVERT, CAP, ELIPTICAL, 48" X 72" S/CD 8 LF 430-982-125 MITERED END SECTION, RCP, 18", CD 2 EA 430-984-125 MITERED END SECTION, RCP, 18", SD 4 EA ROCK DRAIN (SPECIAL) 200 LF 440-1-60 CONCRETE CURB & GUTTER (TYPE "F") (SPECIAL) 4,895 LF 520-1-8 520-1-10 CONCRETE CURB & GUTTER (TYPE "F") 7,993 LF SIDEWALK CONCRETE, 6" THICK 2,883 SY 522-2 523-1 PATTERNED/TEXTURED PAVEMENT, CONCRETE 882 SY RIPRAP, RUBBLE, F&I, DITCH LINING 280 TN 530-3-4 GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL LENGTH) 377 LF 536-1-1 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE II 1 EA 536-85-25A GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE ET -2000 2 EA 536-85-25B GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE MELT 1 EA 536-85-26 SIGNALIZATION DIRECTIONAL BORE (6" TO <12") 330 LF 555-1-2 630-1-12 CONDUIT SIGNALS (F&I) (UNDERGROUND) 1,275 LF Page 10 Exhibit "B" Deliverables FM# 425883 1-58-01 Page 11 Item No. Description Quantlty Unk 632-7-1 CABLE - SIGNAL (F&I) 1 PI 633-121-1 CABLE - FIBER OPTIC (F&I) (UNDERGROUND) 150 LF 633-121-3 CABLE - FIBER OPTIC (F&I) (UNDERGROUND) (96 FIBER) 3,000 LF 635-1-11 PULL BOX (F&I) (TRAFFIC SIGNAL) 10 EA 639-1-23 ELECTRICAL POWER SERVICE(SIGNALS) (UNDERGROUND) 1 AS 639-2-1 ELECTRICAL SERVICE WIRE 1 EA 639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) (POLE MOUNTED) 1 EA 641-41 12 PRESTRESSED SERVICE POLE) CONC. POLE (F&I - DIRECT BURIAL) (TYPE N -II 1 EA 649-31-106 MAST ARM WITH LUMINAIRE ASSEMBLY (36') (F&I) (150 MPH WIND SPEED) SINGLE ARM 2 EA 649-31-108 MAST ARM ASSEMBLY WITH LUMINAIRE (F&I) (150 MPH WIND SPEED) SINGLE ARM (60') 1 EA 649-31-109 MAST WITH ARM LUMINAIRE ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE ARM (70.5) 1 EA 650-51-311 TRAFFIC SIGNAL (F&I) (3 SECTION 1 WAY) (STD) 6 AS 650-51-411 TRAFFIC SIGNAL (F&I) (4 SECTION 1 WAY) (STD) 2 AS 650-51-511 TRAFFIC SIGNAL (F&I) (5 SECTION 1 WAY) (STD) 2 AS 653-191 SIGNAL, PEDESTRIAN (F71) (LED COUNTDOWN) 4 AS 659 107 SIGNAL HEAD AUXILIARIES (F&I)(ALUMINUM PEDESTAL) 1 EA 663-74-11 VEHICLE DETECTOR ASSEMBLIES (F&I) (VIDEO) 4 EA 665-11 PEDESTRIAN DETECTOR (F&I) (POLE MOUNTED) 4 EA 670-5-110 TRAFFIC (PREEMPTION CONTROLLER PLAN) ASSEMBLY (F&I) (NEMA) (TYPE 5) 1 AS 685-138 SYSTEM AUXILIARIES (CCTV CAMERA ASSEMBLY) 1 EA 685-139 SYSTEM TRANSMITTER AUXILIARIES & RECEIVER) (FIBER OPTIC VIDEO AMPLFIER, 1 EA 699-101 INTERNALLY ILLUMINATED STREET NAME SIGN 4 EA SIGNING & MARKINGS 700-20-11 SIGN, SINGLE POST (F&I) (LESS THAN 12 SF) 19 AS 706-3 RETRO -REFLECTIVE PAVEMENT MARKERS 641 EA 711-11-121 THERMOPLASTIC SOLID TRAFFIC STRIP (6" WHITE) 11,080 LF 711-11-122 THERMOPLASTIC SOLID TRAFFIC STRIP (8" WHITE) 1,466 LF 711-11-123 THERMOPLASTIC SOLID TRAFFIC STRIPE (12" WHITE) 588 LF 711-11-124 THERMOPLASTIC SOLID TRAFFIC STRIPE (18" WHITE) 383 LF 711-11-125 THERMOPLASTIC SOLID TRAFFIC STRIPE (24" WHITE) 208 LF 711-11-141 THERMOPLASTIC SKIP STRIPE (6" WHITE) 5,976 LF Page 11 Exhibit 'B" Deliverables FM# 425883-1-58-01 Page 12 Item No. Description Quantity Unit 711-11-170 THERMOPLASTIC WHITE STANDARD TURN ARROWS 19 EA 711-11-211 THERMOPLASTIC SOLID TRAFFIC STRIPE (6" YELLOW) 13,938 LF 711-11-224 THERMOPLASTIC SOLID TRAFFIC STRIPE (18" YELLOW) 880 LF 711-11-251 THERMOPLASTIC (STANDARD) (YELLOW) (SKIP) (6") 440 LF 783-6-1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA LANDSCAPING 570-1-1 PERFORMANCE SOIL, FERTILIZER, TURF AND - SOD (ARGINTINE WATERING) BAHIA) (INCLUDES: TOP 40,000 SY 580-1-1D DWARF INDIAN HAWTHORNE (3G, 12"HT X 15"SPR 24" O.C.) 190 EA 580-1-1H RED TIPPED COCOPLUM (3G, 24" HTx18" SPR, F, 30" O.C.) 190 EA 580-1-1J DWARF FIRE BRUSH (3G, 24" OA, F, 30" O.C.) 456 EA 580-1-2D JAPANESE PRIVET TREE (CG, 12' OA, 8' CT, STD, F, SP, A.S.) 6 EA 580-1-2E LIVE OAK (FG, 12'HTx6' SPR, 3"C, F, SP, HO A.S.) 4 EA 580-1-2F CABBAGE CAL, SP, A.S.) PALM (FG, 8'-20' CT HT, BTD OR SLT TR, Sun grown, HV, 20 EA 580-1-2G FOXTAIL PALM (FG, 8' GW, Full Head, No Scars, SP, A.S.) 6 EA 590-70 IRRIGATION SYSTEM, COMPLETE 1 LS 41st STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE 400-2-4 CLASS II CONCRETE (BRIDGE DECK) 158.1 CY 400-2-4A CLASS II CONCRETE (SUPERSTRUCTURE) 17 CY 400-4-5 CONCRETE CLASS IV (SUBSTRUCTURE) 103.4 CY 400-9 BRIDGE GREATER DECK GROOVING & PLANING - DECK THICKNESS 8.5" AND 279.6 SY 400-10 CONCRETE CLASS II (APPROACH SLAB) 95.6 CY 415-1-4 REINFORCING STEEL (SUPERSTRUCTURE) 55,363 LB 415-1-5 REINFORCING STEEL (SUBSTRUCTURE) 8,412 LB 415-1-9 REINFORCING STEEL (APPROACH SLAB) 18,882 LB 455-143-3 18" sq PRESTRESSED CONCRETE (TEST PILE) 215 LF 455-34-3 18" sq PRESTRESSED CONCRETE (PILE) 1,480 LF 521-5-1 CONCRETE TRAFFIC RAILING BARRIER - (32" F SHAPE) 94 LF 521-5-42 CONCRETE TRAFFIC RAILING BARRIER - (42" VERTICAL FACE) 88 LF 530-3-4 RIPRAP RUBBLE (DITCH LINING) 437 TN Page 12 Exhibit "B" Deliverables FM# 425883-1-58-01 801 Item No. Description Quantity Unit 802 TRENCH SAFETY COMPLIANCE (OVER 5') (SEE SEC. 00454) 803 1 LS TRENCH SAFETY COMPLIANCE (SHORING) (SEE SEC. 00454) PUBLIC CONSTRUCTION BOND 1 LS 1 LS Page 13 RESOLUTION NO. 2014- 042 ATRuE COPY CERTIFICATION ON LAST PAGE J.R. SMITH, CLERK RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION AUTHORIZING THE CHAIRMAN'S EXECUTION OF AMENDMENT NO. 2 TO THE TRANSPORTATION REGIONAL INCENTIVE PROGRAM AGREEMENT FM NO. 425883-1-58-01 FOR CONSTRUCTION (WIDENING AND RECONSTRUCTION) ALONG 66TH AVENUE FROM SR -60 TO 41ST STREET WHEREAS, the State of Florida, Department of Transportation and Indian River County have entered into a Transportation Regional Incentive Program Agreement to provide funding to the County in the amount of $5,709,602.00 on June 1, 2012 and then entered into Amendment No. 1 on December 4, 2012 for an Increase to the Transportation Regional Incentive grant in the amount of $560,777.00, resulting in a total State of Florida, Department of Transportation amount of $6,270,379.00. WHEREAS, the State of Florida, Department of Transportation has requested Indian River County execute and deliver to the State of Florida, Department of Transportation, this AMENDMENT NO. 2 four updated Deliverables (Exhibit B of the Agreement). WHEREAS, the Indian River County Board of County Commissioners is responsible for paying 50 percent of the cost of the project costs as its portion of the required local match. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA, that the Chairman of the Board is hereby authorized to make, execute, and deliver to the State of Florida, Department of Transportation, Amendment No. 2 to Transportation Regional Incentive Program Agreement for the aforementioned project. The foregoing resolution was offered by Commissioner Davis who moved its adoption. The motion was seconded by Commissioner Flescher and, upon being put to a vote, the vote was as follows: Chairman Peter D. O'Bryan Aye Vice -Chairman Wesley S. Davis Aye Commissioner Joseph E. Flescher Aye Commissioner Bob Solari Aye Commissioner Tim Zorc Aye F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\agenda items\Resolution TRIP Agreement AMENDMENT NO. 2 05-13-2014.doc RESOLUTION NO. 2014— 042 STATE OF FLORIDA INDIAN RIVER COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT THE ORIGINAL ON FILECOPY IN TH SF OFFICE. JWFREY RTH, CLERK D.0 The Chairman thereupon declared the resolution passed and adopted this 13thday of May , 2014. BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA i By Attest: Jeffrey R. h, Clerk of Co rt and • Miler Ar -Ardit Deputy Clerk Approved as to form and legal sufficiency: rg1N►ISSlONFA •• tes.�A\. S .• G • : asc • 4014.4 Dy an Reingold, County Attorney Peter D. O'Bryan, Chair C:\Users\droy\AppData\Local\Microsoft\Windows\Temporary Internet Files\ContentOutlook\EKXE6OHB\Resolution TRIP Agreement AMENDMENT NO 2 05-13-2014.doc