CN-550000-CAO31-W0010000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

08/21

Consultant:

Address:

Date:

7/9/2028

*Limiting or Estimating/Budgeted Amount.

Distribution:

Task Work Order No.:

Contract No.: Payment FM No.:

CAO31 449832-1-32-01

Limit$25,749.58

$413,448.14

(name) (title) Signature

Luciana Amato Contract Coordinator

Other Notes:

An independent assessment of the staff hours and quantities for the proposed services has been performed, and found to be fair, reasonable, and competitive.

(LS2) Lump sum paid based on % of completion

(LA4) Units worked at loaded billing rates in Table 6

Page 1 Total

Page 2 thru 6 Subtotal

Total

(LA4) Units worked at loaded billing rates in Table 6Geotechnical

Basic Services

Kimley-Horn and Associates, Inc.

1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411

(To be entered upon execution of T.W.O.)

Brief Task Description:

In accordance with the above referenced contract, you are authorized to perform the tasks detailed in attached Exhibit A (Scope of Services).

Compensation elements are as follows:

Element Description Amount Estimate/LimitMethod of Compensation

The total amount or the limiting amount of the compensation will be:

All services required under this Task Work Order will be completed on or before:

$413,448.14

$290,948.70 Limit

Survey & SUE Services $96,749.86 Limit

RRR SR 5/S Federal Hwy from SR 5/US 1/N Dixie Hwy to 10 Avenue S.

Signature

Consultant, Procurement, Financial Services, FDOT Project Manager, File

Principal

$413,448.14

$0.00

(name) (title)

Burt Baldo

$413,448.14

Total authorizations to date (including this one):

Departmental Approval:

Consultant Acceptance:

DocuSign Envelope ID: 3339076F-BDE5-4A79-9B24-6F96A8944AA4

11/16/2023 | 2:48 PM EST

Contract No.: CAO31 Financial ID No. 451496-5-32-01

CONTINUING SERVICES FOR PROJECT DESIGN

Scope of Services Task Work Order (TWO) No. 1 Financial ID No. 449832-1-32-01

The resurfacing, rehabilitation, and restoration (3R) of SR 5/S Federal Hwy from SR 5/US 1/N Dixie Hwy to 10 Avenue S

The CONSUTANT shall provide design services for rehabilitation of the asphalt pavement to extend the service life of the existing roadway, including necessary roadside improvements, in accordance with FDOT Design Manual (FDM) Section 114. The nature of this project is asphalt Resurfacing, Restoration, and Rehabilitation (RRR) and associated safety, mobility, and functional improvements:

RoadwayId Begin milepost End milepost 93020000 0.000 0.773

The key applicable design services are as follows:

1. Project General and Roadway (Activities 3, 4, and 5)

a. Typical Sections:

i. Existing Typical Section:

1. 2-lane, 2-way, undivided urban major collector with 11.5-ft travel lanes, Type F curb and gutter, and 6-ft wide sidewalks in both directions.

ii. Proposed Typical Section:

1. The proposed typical section will remain the same. Pavement marking “sharrows” will be added to provide bicycle access.

2. Number of Typical Sections: 1

a. One Typical Section will include the 3R of the existing roadway with existing roadway features unchanged.

3. The Consultant is to recommend and coordinate with District staff to establish a Target Speed per FDM 202.2.1

b. Roadway Scope Items:

i. Mill and resurface the existing pavement.

1. Pavement Designs:

a. Number of Pavement Designs: 1

i. One Pavement Design for the 3R of the existing roadway.

ii. Adjust manhole tops and valves due to milling and resurfacing operations.

iii. Perform Cross-Slope Correction analysis.

iv. Design Variations:

1. Cross Slope

2. Vertical Clearance

c. ADA Scope Items:

i. Upgrade existing pedestrian curb ramps and add detectible warning surface at SR 5/US 1/N Dixie Hwy, Waterway Dr, 18th Ave S, 17th Ave S, 16th Ave S, 15th Ave S, 14th Ave S, 13th Ave S, 12th Ave S, 11th Ave S, and 10th Ave S intersections.

ii. Sidewalk and pull box reconstruction due to potential tripping hazards.

d. Agreements Required:

i. Possible revision to the Lighting, Maintenance, and Compensation Agreement with City of Lake Worth for lighting replacements or upgrades. Final determination to be determined during the design.

e. Public Involvement:

i. Develop a Level 2 Community Awareness Plan (CAP) and make necessary updates throughout the design phase.

ii. Prepare for and host one hybrid public information meeting.

iii. Other Agency Presentations/Meetings:

Agency Number of Meetings

a. City of Lake Worth 1 Microsoft Teams meeting

b. Palm Beach County TPA 1 Microsoft Teams meeting

2. Drainage (Activities 6a and 6b)

a. None required at this time. Drainage and Maintenance Office to preform/review video inspections of existing pipes. Any recommended repairs will be part of an amendment.

3. Utilities Coordination (Activity 7)

a. Sixteen UAOs along the corridor: Comcast, Resurgence Infrastructure Group LLC, Windstream Communication, City of Lake Worth Utilities Water, City of Lake Worth Utilities Sewer, City of Lake Worth Utilities Electric, FP&L, FLA Public Utilities, Centurylink, Mastec Inc, MCI, Crown Castle, Palm Beach County Traffic Operations, AT&T Distribution, Town of Lantana Sewer/Water, Sprint

b. Three (3) utility contacts – Initial contact, 2nd Contact, Final Contact

c. Prepare Utility Certification Package

4. Environmental Permits and Environmental Clearances (Activity 8)

a. A SFWMD permit is not anticipated for this project however, proper determination to be made during design.

b. Coordinate with FDOT and submit a permit determination letter to the Environmental Permits Office, for review and concurrence during the design process.

5. Structures (Activities 9 - 18)

a. None required at this time. After lighting corridor analysis is complete, Miscellaneous Structures Design will be required for any new lighting pole foundations.

6. Signing and Pavement Markings (Activities 19 & 20)

a. Replace and upgrade all signing and pavement markings for compliance with

FDOT Specifications, FDM, Standard Plans, MUTCD, FHWA, etc. criteria.

b. Provide special emphasis crosswalk markings at US 1 intersection.

c. Provide sharrows on both sides of the roadway per FDM 223.3.

d. Install D3-2 Next Signal signs for NB approach on SR 805 (Dixie Hwy), and on the SB approaches on SR 805 (Dixie Hwy) and SR 5 (S Federal Hwy).

i. Provide multi-post support calculations for D3-2 signs.

7. Signalization (Activities 21 & 22)

a. Install flexible retroreflective flexible backplates in accordance with Traffic Engineering Manual Section 3.9. Coordination will be required with overlapping project at the intersection of US 1 (FM 448416-1).

b. Install new pedestrian pushbutton for north/south crossing for the island at the intersection with US 1.

c. Adjust existing pushbuttons to meet latest standards at the intersection with US 1.

d. Traffic Monitoring Sites: N/A

8. Lighting (Activities 23)

a. Existing lighting system is to remain. Lighting retrofits to be evaluated at signalized intersection at MP 0.000 to conform to FDM 231.3.2.1. criteria for pedestrian illumination. Coordination will be required with overlapping project at the intersection of US 1 (FM 448416-1).

b. The lighting along the corridor is decorative lighting so an agreement will need to be in place for any modifications and additional lighting needed to meet current criteria.

c. Perform corridor lighting analysis to determine if additional lights are needed throughout the corridor.

d. Prime Consultant to coordinate with the Maintenance Office to replace existing broken light pole at 1609 Federal Hwy/SR 5.

e. The City of Lake Worth is the maintaining agency so any new light poles needed to meet current criteria will require coordination and agreement amendments.

9. Landscape (Activities 25 & 26)

a. None within project limits.

10. Survey (Activity 27) Limiting Amount

27.01 Horizontal Control

Set Horizontal Project Network Control Points and necessary secondary control to complete these scope of services. Datum: NAD 83/90

27.02 Vertical Control

Set Vertical Project Network Control points and elevate horizontal and vertical control points and Mobile LiDAR targets within the project corridor. Datum:

NAVD 88

27.03 Alignment and Existing R/W Lines

Baseline of Survey and existing R/W to be provided by the Department (RW Map 93020-2502).

27.04 Mobile LiDAR Targets

Set and locate necessary Mobile LiDAR targets along the corridor.

27.06 Topography/DTM (3D)

Provide a Topographic/DTM survey within the existing R/W including 25' past the radius returns for each side street. ML will be utilized for paved surfaces and conventional survey methods will be used for natural ground elevations.

27.08 Roadway Cross-Sections/Profiles

Perform DTM Check Sections.

27.10 Underground Utilities

Provide Quality Level B Utility Designates outside of travel way at the intersection/fork of SR 5 and US 1 at the south end of the project. Once the design team has reviewed the designates, provide up to 25 Quality Level A locates as directed by the EOR.

27.12 Drainage Survey

Provide a drainage survey within the project limits.

27.19 Sectional / Grant Survey

/A – Baseline and R/W to be provided by the Department.

27.20 Subdivision Location

Recon and locate up to 2 subdivision blocks if needed for verification of RW Map 93020-2502 provided by the Department.

27.27 Work Zone Safety

Provide work zone safety as required by F.D.O.T. standards.

29.20 Project Control Sheet

Prepare Project Network Control Sheet for the project limits.

30 Terrestrial Mobile LiDAR Utilize Terrestrial Mobile LiDAR for Topographic features and paved surface

DTM.

11. Geotechnical (Activity 35) Limiting Amount

a. Obtain a total of 4 pavement cores from existing roadway (2 cores per lane). At each core location perform 2-feet deep SPT to verify base and subgrade thickness.

Take pictures of pavement cores, prepare pavement coring and condition data sheet, and deliver the cores to District Materials Office.

b. Signalizations: 2 mast arm borings at US 1 intersection for new pedestrian pushbutton signals.