HomeMy WebLinkAbout2023-094Alt Forth 525-010-60eA STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525 -011 -OA
STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT
05/21
EXHIBIT A
PROJECT DESCRIPTION AND RESPONSIBILITIES
FPN: 436379-2-54-01
This exhibit forms an integral part of the Agreement between the State of Florida, Department of Transportation and
Indian River County (the Recipient)
PROJECT LOCATION:
❑ The project is on the National Highway System.
❑ The project is on the State Highway System.
PROJECT LENGTH AND MILE POST LIMITS: 66TH AVE FROM 69TH ST TO CR-510/85TH ST
88530000 COMPOSITE 2
5.526 / 6.918
1.392
88530000 LEFT RDWY 1
6.918 / 7.128
0.210
88530000 RIGHT RDWY 1
6.918 / 7.128
0.210
88530000 COMPOSITE 2
7.128 / 7.463
0.335
88530000 LEFT RDWY 1
7.463 / 7.546
0.083
88530000 RIGHT RDWY 1
7.463 / 7.546
0.083
PROJECT DESCRIPTION: CEI and Construction of the proposed improvements to 66th Avenue from north of 69th Street
to 85th Street (CR510) consisting of the widening and reconstruction of the existing roadway to a 4 -lane divided roadway
section within the project limits. Curb and gutter and a raised median will be provided. An 8' wide concrete sidewalk will be
provided on the west side of the roadway. Also included will be stormwater drainage improvement, pavement markings,
traffic signals and landscape and irrigation improvements.
SPECIAL CONSIDERATIONS BY RECIPIENT:
The Recipient is required to provide a copy of the design plans for the Department's review and approval to coordinate
permitting with the Department, and notify the Department prior to commencement of any right-of-way activities.
The Recipient shall commence the project's activities subsequent to the execution of this Agreement and shall perform in
accordance with the following schedule:
a) Study to be completed by N/A.
b) Design to be completed by N/A.
c) Right -of -Way requirements identified and provided to the Department by N/A.
d) Right -of -Way to be certified by N/A.
e) Construction contract to be let by N/A.
D Construction to be completed by June 30, 2024
If this schedule cannot be met, the Recipient will notify the Department in writing with a revised schedule or the project is
subject to the withdrawal of funding.
SPECIAL CONSIDERATIONS BY DEPARTMENT:
Issuance of the Notice to Proceed is held until the Local agency Right of Way aquisition is complete.
2of5
EXHIBIT A
DELIVERABLES
66th Ave from 69th St to SR-510/85th St
FM 436379-2-54-01
ITEM NO.
DESCRIPTION
Unit
ESTIMATE
ROADWAY
101-1
MOBILIZATION/ DEMOBILIZATION
LS
1
102-1
MAINTENANCE OF TRAFFIC
LS
1
**102-14
TRAFFIC CONTROL OFFICER (OFF DUTY LAW
ENFORCEMENT)PH
500
104-2
PREVENTION, CONTROL & ABATEMENT OF EROSION
AND WATER POLLUTION
LS
1
110-1-1
CLEARING & GRUBBING
LS
1
110-1-2
DEMOLITION OF EXISTING BUILDINGS
EA
110-5
PLUGGING WATER WELL - ARTESIAN
EA
6
110-7-1
MAILBOX F & I
EA
27
120-1
REGULAR EXCAVATION
CY
319,316
120-4
SUBSOIL EXCAVATION
CY
1,027
120-5
CHANNEL EXCAVATION
CY
1,915
120-6
EMBANKMENT
CY
56,275
160-4
TYPE "B" STABILIZATION
SY
82,123
285-709
OPTIONAL BASE GROUP 9
SY
71,787
286-1
TURNOUT CONSTRUCTION
SY
920
334-1-13
SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C)
2.0")
TN
8,242
337-7-82
ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5)
TRAFFIC C) (1.0")
TN
4,121
400-1-2
CLASS I CONCRETE (ENDWALL)
CY
15
400-2-2
CLASS II CONCRETE (ENDWALL)
CY
11
415-1-1
REINFORCING STEEL (ROADWAY)
LB
965
425-1-11
MODIFY EXIST, DRAINAGE STRUCTURE
EA
425-1-351
INLETS (CURB) TYPE P-5) (<10')
EA
8
425-1-355
INLETS (CURB) (TYPE P-5) (PARTIAL)
EA
1
425-1-361
INLETS (CURB) (TYPE P-6) (<10')
EA
17
425-1-451
INLETS (CURB) (TYPE J-5) (<10')
EA
3
425-1-451B
INLETS (CURB) (TYPE J-5) (<10') (CONTROL STRUCTURE)
EA
1
425-1-452
INLETS CURB) TYPE J-5) (>10-)
EA
3
425-1-461
INLETS (CURB) TYPE J-6 (<10')
EA
7
425-1-462
INLETS (CURB) TYPE J-6) (>10')
EA
2
425-1-521
INLETS DT BOT) TYPE C) (<10')
EA
10
425-1-541
INLETS DT BOT (TYPE D) (<10')
EA
1
425-1-559
INLETS (DT BOT) (TYPE E) (>10') (CONTROL STRUCTURE
)
EA
1
425-1-582
INLETS (DT BOT) (TYPE H, 4 -GRATE) (>10') (CONTROL
STRUCTURE)
EA
1
425-2-41
MANHOLES (P-7) (<10')
EA
6
425-2-63
MANHOLE P-8) PARTIAL (TOP ONLY)
EA
3
425-2-71
IMANHOLES (J-7) (<10')
EA
9
430-175-118
PIPE CULVERT RCP ROUND 18" SS)
LF
2,346
430-175-118B PIPE CULVERT (P.P.) (ROUND) 18" SS
LF
230
430-175-124
PIPE CULVERT (RCP) (ROUND) 24" SS)
LF
1,412
430-175-124B PIPE CULVERT (P.P.) (ROUND) (24" SS)
LF
467
430-175-130
PIPE CULVERT (RCP) (ROUND) 30" SS)
LF
1,244
430-175-130B PIPE CULVERT (P.P.) (ROUND) (30" SS)
LF
118
430-175-136
PIPE CULVERT (RCP) (ROUND) 36" SS
LF
1,818
430-175-142
PIPE CULVERT (RCP) (ROUND) (42" SS)
LF
394
430-175-142B PIPE CULVERT (P.P.) (ROUND) 42" SS
LF
136
430-175-148
PIPE CULVERT (RCP) (ROUND) 48" SS
LF
314
430-175-148B PIPE CULVERT (P.P.) (ROUND) (48" SS)
LF
104
430-175-154
PIPE CULVERT (RCP) (ROUND) (54" SS)
LF
27
430-175-160
PIPE CULVERT (RCP) (ROUND) 60" SS)
LF
430-175-160A PIPE CULVERT (C.A.P.) (ROUND) (60" SS)
LF
160
430-175-166
PIPE CULVERT (RCP) (ROUND) 66" SS)
LF
123
430-175-172
PIPE CULVERT (RCP) (ROUND) 72" SS
LF
522
430-175-184
PIPE CULVERT(RCP) (ROUND) 84" SS)
LF
40
430-175-215
PIPE CULVERT ERCP 12" X 18" SS)
LF
147
430-175-236
PIPE CULVERT (ERCP) (29" X 45" SS)
LF
192
430-175-260
PIPE CULVERT (ERCP) (48" X 76" SS)
LF
145
430-964-8
PIPE CULVERT (SCH. 80 PVC) 8")
LF
1,341
430-982-125
MITERED END SECTION CONC. 18" CD) (4:1)
EA
1
430-982-129
MITERED END SECTION (CONC.) (24" CD) (4:1)
EA
2
430-982-143
MITERED END SECTION (CONC.) (60" CD) (4:1)
EA
1
440-1-20
UNDERDRAIN (TYPE II)
LF
1,917
520-1-10
CONCRETE CURB & GUTTER (TYPE F)
LF
16,420
520-1-11
CONCRETE CURB & GUTTER (TYPE F) (MOD.)
LF
13,918
522-2
CONCRETE SIDEWALK & DRIVEWAY, 6" THICK, 3000 PSI,
FIBER REINFORCED
SY
10,072
527-2
DETECTABLE WARNINGS
SF
190
530-3-4
RIPRAP, RUBBLE (F&I) (DITCH LINING)
TN
760
550-10-222
FENCING TYPE B) (6.0') WITH VINYL COATING)
LF
3,519
550-60-225
FENCE GATE TYPE B) (DOUBLE) (24.0' OPENING)
EA
3
570-1-2A
PERFORMANCE TURF (SOD) (BAHIA)
SY
203,104
630-2-11A
CONDUIT (OPEN TRENCH) (F&I) (2")
LF
7,735
633-1-124
FIBER OPTIC CABLE (F&I) (UNDERGROUND) (144
STRAND)
LF
8,635
633-2-31
FIBER OPTIC CONNECTION (INSTALL) (SPLICE)
EA
108
633-2-32
FIBER OPTIC CONNECTION (INSTALL) (TERMINATION)
EA
192
633-3-11
SPLICE ENCLOSURE (F&I) (SPLICE ENCLOSURE)
EA
3
635-2-12
PULL AND SPLICE BOX (F&I) (17"X30") PULL BOX)
EA
9
635-2-13
PULL AND SPLICE BOX (F&I) 30"X48") SLACK BOX)
EA
9
SIGNS AND MARKINGS
700-1-11
SINGLE POST SIGN (FURNISH & INSTALL) (LESS THAN 12
SF)
AS
70
700-1-12
SINGLE POST SIGN (FURNISH & INSTALL) (12-20 SF)
AS
3
700-1-60
SINGLE POST SIGN (REMOVE) (DELIVER TO IRC PUBLIC
WORKS
AS
2
700-2-12
MULTI -POST SIGN (FUNISHED & INSTALLED) (12-20 SF)
AS
2
706-3
RETRO -REFLECTIVE PAVEMENT MARKERS
EA
1,039
711-11-121
THERMOPLASTIC, STD, WHITE, SOLID, 6"
LF
20,010
711-11-122
THERMOPLASTIC, STD, WHITE, SOLID, 8"
LF
5,193
711-11-123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
LF
1,149
711-11-124
THERMOPLASTIC, STD, WHITE, SOLID, 18"
LF
1,518
711-11-125
THERMOPLASTIC, STD, WHITE, SOLID, 24"
LF
981
711-11-131
THERMOPLASTIC, STD, WHITE, SKIP (10'-30'),6"
LF
14,163
711-11-141
THERMOPLASTIC, STD, WHITE, SKIP (2'-4' / 6'-10'), 6"
LF
2,270
711-11-160
THERMOPLASTIC, STD, WHITE, MESSAGE
JEA
1 28
711-11-170 THERMOPLASTIC, STD, WHITE, ARROW
EA
77
711-11-221 THERMOPLASTIC, STD, YELLOW, SOLID 6"
LF
21,256
711-11-224 THERMOPLASTIC, STD, YELLOW, SOLID 18"
LF
1,356
711-11-241 THERMOPLASTIC, STD, YELLOW, SKIP (2'-4' / 6'-10'), 6"
LF
1,036
711-17-1 THERMOPLASTIC, REMOVE (HYDROBLAST)
SF
264
SIGNALIZATION
630-2-11
CONDUIT (SIGNAL) (F & 1) (OPEN TRENCH)
LF
235
630-2-12
CONDUIT (SIGNAL) (F & 1) (DIRECTIONAL BORE)
LF
390
632-7-1
CABLE (SIGNAL) (F & 1)
PI
1
632-7-6
SIGNAL CABLE (REMOVE - INTERSECTION)
PI
1
635-2-11
PULL BOX & SPLICE BOX (F & 1) (13"x24")
EA
13
639-1-610
ELECTRICAL POWER SERVICE (REMOVE - OVERHEAD)
AS
1
ELECTRICAL POWER SERVICE (SIGNAL)
(UNDERGROUND) (METER PURCHASED BY
AS
1
639-1-122
CONTRACTOR)
639-2-1
ELECTRICAL SERVICE WIRE (F & 1)
LF
20
ELECTRICAL SERVICE DISCONNECT (F & 1) (POLE
639-3-11
MOUNTED)
EA
1
PRESTRESSED CONC. POLE STANDARD PLANS 641-010
641-2-12
(F & I) (TYPE P -II SERVICE POLE)
EA
1
PRESTRESSED CONC. POLE STANDARD PLANS 641-010
EA
2
641-2-80
(COMPLETE/ DEEP REMOVAL POLES 30' AND GREATER)
ALUMINUM SIGNALS POLE PEDESTAL AND PEDESTRIAN
EA
6
646-1-11
DETECTOR POST (F&I) (PEDESTAL)
ALUMINUM SIGNALS POLE (PEDESTAL AND PEDESTRIAN
2
646-1-60
DETECTOR POST) (REMOVE)
EA
MAST ARM (F & 1) (WIND SPEED 150 W/O BACKPLATES)
EA
1
649-31-107
(W/ LUMINAIRE) (ARM LENGTH 46')
MAST ARM (F & 1) (WIND SPEED 150 W/O BACKPLATES)
EA
1
649-31-108
(W/ LUMINAIRE) (ARM LENGTH 60')
MAST ARM (F & 1) (WIND SPEED 150 W/O BACKPLATES)
EA
2
649-31-109
(W/ LUMINAIRE) (ARM LENGTH 70.5')
VEHICULAR TRAFFIC SIGNAL (F & 1) (ALUMINUM) (3-
AS
5
650-1-14
SECTION) 1 -WAY
VEHICULAR TRAFFIC SIGNAL (F & 1) (ALUMINUM) (4-
650-1-16
SECTION) (1 -WAY)
AS
2
VEHICULAR TRAFFIC SIGNAL (F & 1) (ALUMINUM) (5-
AS
3
650-1-18
SECTION) (1 -WAY) (STRAIGHT)
653-1-11
PEDESTRIAN SIGNAL (F & 1) (LED -COUNTDOWN) (1 -WAY)
AS
8
VEHICLE DETECTION SYSTEM (F & 1) (VIDEO) (CABINET
EA
1
660-4-11
EQUIPMENT)
VEHICLE DETECTION SYSTEM (F & 1) (VIDEO) (ABOVE
EA
4
660-4-12
GROUND EQUIPMENT)
665-1-11
PEDESTRIAN DETECTOR (F & 1) (STANDARD)
AS
8
TRAFFIC CONTROLLER ASSEMBLY (F & 1) (NEMA) (TYPE
AS
1
670-5-111
5) (ONE PREEMPTION PLAN)
TRAFFIC CONTROLLER ASSEMBLY (REMOVE
AS
1
670-5-600
CONTROLLER AND CABINET)
ITS CCTV (F &I) (DOME ENCLOSURE - NOW
EA
1
682-1-133
PRESSURIZED) (IP) (HD)
684-1-1
MANAGED FIELD ETHERNET SWITCH (F & 1)
EA
1
UNINTERRUPTIBLE POWER SUPPLY (F & 1) (LINE
685-1-14 INTERACTIVE)
EA
1
INTERNALLY ILLUMINATED SIGN (F & 1) (OVERHEAD
700-5-22 MOUNT, <12 SF)
EA
4
715-1-11 ILIGHTING CONDUCTORS (F & 1) (INSULATED, No. 10 OR <)
LF
1,914
715-5-31 ILUMINAIRE & BRACKET ARM (F&I) (ALUMINUM)
EA
4
LANDSCAPE & IRRIGATION
PERFORMANCE TURF (SOD) (ST AUGUSTINE
*"570-1-2B 'FLORATAM')
SY
16,606
**580-1-1 LANDSCAPE (SMALL PLANTS)
LS
1
**580-1-2 LANDSCAPE (LARGE PLANTS)
LS
1
*"580-12-10 FLORA -MULCH (3" DEPTH)
CY
691
**162-1-3 PREPARED SOIL LAYER (SPECIAL DEPTH)
CY
919
**590-70 IRRIGATION COMPLETE
LS
1
UTILITIES
**999-1 B RECORD/ AS -BUILT DRAWINGS (IRC UTILITY)
LS
1
**1050-31-204 UTILITY PIPE - PVC (4" FM) (F & 1)
LF
591
**1050-31-206 UTILITY PIPE - PVC (6" WM) (F & 1)
LF
209
**1050-31-212 UTILITY PIPE - PVC (12" WM) (F & 1)
LF
147
**1050-31-216 UTILITY PIPE - PVC (16" WM) (F & 1)
LF
200
**1055-51-116 UTILITY FITTING - 16" 45 DEGREE DI BEND (FM)
EA
16
**1055-51-512 UTILITY FITTING - 12" BLIND FLANGE (WM)
EA
2
UTILITY FIXTURE - 12"x16" TAPPING SADDLE & SLEEVE
**1080-11-403 (WM)
EA
2
**1080-24-106 UTILITY FIXTURE - 6" GATE VALVE (WM)
EA
3
**1080-24-112 UTILITY FIXTURE - 12" GATE VALVE (WM)
EA
2
UTILITY FIXTURE - 2" TEMPORARY JUMPER VALVE
**1080-11-415 ASSEMBLY
EA
4
**1080-27116 UTILITY FIXTURE - 16" LINE STOP (WM)
EA
8
**1080-26-102 UTILITY FIXTURE - AIR RELEASE VALVE
EA
2
**1644-113-08 FIRE HYDRANT ASSEMBLY (F&I)
EA
3
**1644-700 FIRE HYDRANT ASSEMBLY (ADJUST & MODIFY)
EA
1
**999-25A FORCE ACCOUNT - UTILITIES
LS
1
**999-1 CONSTRUCTION LAYOUT/ RECORD DRAWINGS
LS
1
**999-25 FORCE ACCOUNT/CONTINGENCY
ILS
1 1
** Non Participating Items
CEI Classifications
Sr. Project Engineer
Project Administrator
Assistant Project Administrator
Sr. Inspector
Inspector
Inspector's Aide
Contract Support Specialist
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
STATE -FUNDED GRANT
SUPPLEMENTAL AGREEMENT
SUPPLEMENTAL NO.
CONTRACT NO.
G2A86
FPN
436379-2-1-54-01
Recipient: Indian River County
This Supplemental Agreement ("Supplemental"), dated
525-010-60
PROGRAM MANAGEMENT
12/18
Page 1 of 1
arises from the desire to supplement the
State -Funded Grant Agreement ("Agreement") entered into and executed on June 17, 2022 as identified above. All
provisions in the Agreement and supplements, if any, remain in effect except as expressly modified by this Supplemental.
The parties agree that the Agreement is to be amended and supplemented as follows:
Exhibit A in the original Agreement dated June 17, 2022 is hereby deleted and replaced with the revised Exhibit A
attached hereto and incorporated into this Supplemental.
Reason for this Supplemental and supporting engineering and/or cost analysis:
Based on a project scope review, Exhibit A must be updated to include additional deliverables and CEI classifications
necessary for the project.
IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and year first above written.
RECIPIENT: STATE OF FLORIDA
Indian River County DEPARTMENT OF TRANSPORTATION
By: Ely:
Name J seph Ea an Name: Steven C. Braun, RE,
Title: Chairman "�?o�•, f Q�� Title: Director of Transportation Development
••'q��ER COUNT'•
. Legal Review:
APPRO
VEDT'r) FOR
AND F 'I
By
,,a�a�L
DEPUTY COUNTY ATTORNEY
Attest: Jeffrey R. Smith, Clerk of
Cir • Court and Comptroller
V i)fj&,
Deputy Clerk