CN-550000-CAO55-W0080000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

08/21

Consultant:

Address:

Date:

7/29/2026

*Limiting or Estimating/Budgeted Amount.

Distribution:

Consultant Acceptance:

Signature

Michael Lewis, Jimmy Smith, Consultant, FS, PSU A. Goines

President

$220,947.00

$0.00

(name) (title)

Dexter M. Gortemoller, P.E.

$220,947.00

Encumber by Task

Total authorizations to date (including this one):

Departmental Approval:

$175,821.00 Limit

Survey Services (LA 4) $9,319.00 Limit

CS Traffic Operations Minor Design for safety improvements at SR 267 (Kynesville Rd/Penn Ave) at South Street (CR 167) Intersection Improvements in Jackson

County. Scope of Services, attached. (F.A.P. No. D324 067 B)17

Gortemoller Engineering, Inc.

708 Thomas Drive, Panama City Beach, FL 32408

(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:

$220,947.00

(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 Services (LA 4)

Basic Services (LS 2)

Limit$35,807.00

$1,270,144.00

(name) (title) Signature

Jason Peters, P.E. Director of Transportation Operations

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.

Task Work Order No.:

Contract No.: Payment FM No.:

CAO55 45113613201

Docusign Envelope ID: 5ED5EFD1-4C69-4CB8-BAD2-110A60363CAE

7/25/2024

7/2/2024

SCOPE OF WORK

FDOT District 3 Traffic Operations Safety Consultant Services

SR 267 (Kynesville Rd / Penn Ave) at South

Street (CR 167) Intersection Improvements

[Jackson County] Section #53110000, MP 8.538

Safety Improvement Project

Project Design FPID: 451136-1-32-01 Design Federal Aid Number: D324-067-B

PURPOSE & HISTORY:

The primary intent of this Task Work Order is for the Gortemoller Engineering, Inc. (CONSULTANT) team to design and prepare contract documents for safety improvements at SR 276 (Kynesville Rd / Penn Ave) at South Street in Jackson County, Florida. Implementation of these improvements is being completed at the request of the Florida Department of Transportation District 3 (DEPARTMENT). The safety improvements were documented in a Memorandum (Safety Study) prepared by Prosser, Inc. dated July 20, 2022. The following improvements were recommended for the subject corridor:

• Install traffic signal on SR 276 at South Street (CR 167) and realign South Street

(CR 167).

• Install appropriate intersection lighting per FDM 231 at South Street (CR 167).

SPECIFIC DESIGN CONSIDERATIONS:

All plans and design documents are to be prepared in in English Units and shall be prepared in accordance with the Contract Scope of Services (Contract CAO55), FDOT Standard Plans, FDOT Design Manual (FDM), FDOT Utility Accommodation Manual (UAM), FHWA Highway Safety Manual, FHWA Manual on Uniform Traffic Control Devices, and Florida Power & Light preferences, as applicable.

Per Section 122.1.1 (Design Exceptions and Design Variations) of the April 11, 2023 FDM: “For projects developed to solely address documented safety problems, only the elements identified under the scope of work for the safety improvement project are subject to these approval processes. Existing non-compliant features, within the limits of a safety improvement project do not require approval to remain if the project does not create a non- compliant condition.

For these projects, all Design Variations and Design Exceptions applicable to the project must be approved prior to the beginning of the design phase.”

Through coordination with the DEPARTMENT or as initially documented on the DEPARTMENT’s ProjectSuite web application, the following design aspects were considered:

• Community Awareness Plan Level: 1 Targeted without a Public Meeting

• Methods of Project Delivery: Class 1, Tallahassee Let

As this project is being subdivided based upon method of delivery, two sets of plans will be developed as part of this project: one for signing improvements and one for lighting.

DELIVERABLES:

Based upon coordination with the DEPARTMENT, formal plans submittals by the CONSULTANT will be in accordance with the Contract Scope of Services and will occur for:

• Phase II Plans

• Phase IV Plans

• Final (signed and sealed) Plans

Phase II Plans will be provided to the FDOT’s Area Utility Manager to request the applicable Utility Agency Owners (UAOs) to mark their existing or proposed facilities on the plans. Florida Public Utilities will also be provided with a copy of the lighting plans at each phase submittal for their concurrence of the proposed lighting improvements.

Additional informal submittals or documents related to surveying or other investigational efforts such as geotechnical or structural will also be completed as required. The DEPARTMENT will complete the utility coordination efforts for this project, based upon information provided by the

CONSULTANT.

INITIAL DESIGN SCHEDULE:

The initial design schedule for this project is as follows, per the ProjectSuite web application:

o Notice to Proceed: 10/7/24 o Community Awareness Plan: 10/22/24 o Survey Completion: 12/30/24 o Phase II Plans Submittal: 2/24/25 o Utility Design Meeting: 4/15/25 o Phase IV Plans Submittal: 8/25/25 o Plans in District: 1/6/26 o Production Date: 3/13/26 o PS&E Reviews: 3/16/26 o Transmit Package to Central Office: 5/22/26 o Letting Date: 7/29/26

SUMMARY OF INCLUDED TASKS:

Task A Project General and Common Tasks Task B Roadway Analysis Task C Drainage Analysis Task D Utility Coordination Task E Structural Analysis Task F Signing and Pavement Markings Task G Signalization Analysis Task H Lighting Analysis Task I Project Survey Task J Geotechnical Analysis Task K Contract Documents

DESCRIPTION OF TASKS:

Task A: Project General and Common Tasks

Work performed under this task will involve contract maintenance efforts and coordinating design elements and plans review submittals with the Department Project Manager, District Safety Manager and the District Design Office, FDOT Area Utility Manager and Florida Public Utilities.

Two field reviews will be conducted; one initial review and one prior to the Final Plans submittal.

The initial field review will be to evaluate existing field conditions and initial design elements. The second field review will be to evaluate constructability and identify changed field conditions. A Specifications Package for the project will also be developed for the proposed improvements.

This task also includes public involvement efforts. This TWO is scoped as a Level 1 Targeted CAP without a public meeting. Public involvement efforts will consist of providing plans to the local government’s elected and appointed officials for review and comment at phase submittals. This task also includes development and maintenance of a Community Awareness Plan and assisting the DEPARTMENT in providing plans to the local government’s elected and appointed officials for review and comment at phase submittals.

Task B: Roadway Analysis & Plans

Work performed under this task will include design and preparation of contract plans and documents for the intersection improvements at the intersection of SR 276 (Kynesville Rd/Penn Ave) at South Street (CR 167). The work will include the evaluation of all alternatives and determining which is the most feasible for safety. The improvements will consist of the installation of a traffic signal on SR 276 at South Street (CR 167), the realigning of South Street (CR 167) and the installation of intersection lighting.

Task C: Drainage Analysis & Plans

Work performed under this task will consist of designing minor draining modifications to accommodate roadway changes to the intersection of SR 276 (Kynesville Rd/Penn Ave) at South Street (CR 167). These drainage modifications are assumed to be limited to the intersection. The design will evaluate and check that the proposed improvements accommodate flow and maintain existing drainage patterns. Documentation of this analysis will be provided.

Task D: Utility Coordination

Efforts performed related to this task will include coordination with the District Utility Coordinator to obtain information on existing utilities from local utility agency owners, identify potential utility conflicts, and assist with work schedules for any relocates if needed, as related to the proposed improvements. Attendance at the Utility Coordination Meeting is planned. This task also includes the development and maintenance of a Utility Conflict Matrix as related to the proposed improvements. Any SUE will be provided by the DEPARTMENT.

Task E: Structures

Work performed under this task will include the following:

1. Installation of signal strain poles at the intersection of SR 276 (Kynesville Rd/Penn Ave) at South Street (CR 167).

Other structural scope items include field review, coordination, and QA/QC meetings.

Task F: Signing and Pavement Markings

Work performed under this task includes analyzing and preparing Signing and Pavement Marking plans for the changes to the intersection.

Task G: Signalization Analysis & Plans

Work performed under this task includes analyzing and preparing Signalization Plans for the installation of the traffic signal at SR 276. A field review will be conducted to review and verify the constructability of the proposed improvements. There will be coordination with Jackson County.

Task H: Lighting Analysis & Plans

Work performed under this task will involve the design and preparation of contract plans and documents for the subject lighting improvements. Efforts include completing photometric analysis and compiling Design Documentation. Intersection lighting design will be performed at the signalized intersection of SR 276 (Kynesville Rd/Penn Ave) at South Street (CR 167). Any necessary structural or electrical calculations will be the responsibility of Florida Public Utilities. The development and maintenance of quantities and cost estimates will also be completed throughout the life of the project. A field review will be conducted to review and verify the constructability of the proposed improvements.

Task I: Project Survey

To support the design and construction of the subject improvements, survey for the intersection will include limited DTM and right-of-way recovery. The following additional survey efforts are planned:

1. Recover horizontal and set secondary control as needed for the project.

2. Rotate and translate previous Database to 83/11 datum.

3. Recover vertical control and set secondary control as needed for the project.

4. Prepare information for Control Sheets.

5. Use Alignment out of Database 439723-1. Do not stake.

6. Develop a DTM from edge of pavement to R/W within the limits of the intersection.

7. Recover 2D Topo of intersection from Database 439723-1.

8. Identify R/W around intersection.

9. Record utility designation based on 811 SSOCOF Design Ticket. Provided by the

DEPARTMENT. SUE provided by the DEPARTMENT.

10. Provide office support to process the field survey data collected.

11. Provide Maintenance of Traffic for survey efforts.

12. Provide QA/QC efforts in the field and as related to the final survey documents.

13. Provide coordination and submit survey data as required by the DEPARTMENT.

Task J: Geotechnical Analysis

Work performed under this task will involve the following geotechnical investigation:

1. Underground Utility Locates –

a. Marking boring locations, locating underground utilities, and ground penetrating radar (GPR) to locate underground utilities.

2. Field Testing for South Street (CR 167) Resurfacing & Widening –

a. One (1) asphalt core and hand auger boring to a depth of 5’ below the existing ground surface will be performed in the west bound northern turn lane on South Street. Work within the Travel Way will be required, and MOT will be performed.

b. One (1) asphalt core will be performed in the west bound lane of South Street. Work within the Travel Way will be required, and MOT will be performed.

c. For the east bound lane of South Street, GPR with high-resolution 1600 MHz GPR antenna will be used. No traffic control is anticipated for the east bound lane testing.

d. Two (2) hand auger borings to a depth of 10’ below the existing ground surface for the area that will be widened. Fill heights of approximately 3’ may be required to achieve final pavement grades.

e. Assumed six (6) 100lb bulk samples will be collected for this project and LBR’s will be performed on the collected samples.

f. Channelizing devices and signs are proposed to be omitted for the hand auger borings.

3. Field Testing for Mast Arm Signal Poles (Structures) –

a. At each quadrant of the intersection, one (1) standard penetration boring will be performed to a depth of 30’ below the existing ground surface.

b. It is assumed that the field testing will take three (3) days to complete and be performed with a truck mounted drilling rig.

c. For the standard penetration borings, it is assumed that channelizing devices and work zone signs will be required.

4. Laboratory Testing – Soil samples will be collected at standard intervals from the borings and sent to the laboratory for additional testing. Laboratory testing will include visual classification of the soil samples in general accordance with the Unified Soil Classification System and/or AASHTO. Laboratory testing may also include limited classification tests such as Atterberg Limits, organic contents, moisture contents, particle size analysis (no hydrometer). LBR tests will be performed on the collected bulk samples.

Task K: Contract Documents

Work performed under this task will involve preparing construction plans to install the subject improvements. The contract plans are anticipated to include the following:

1. Key Sheet

2. Signature Sheet

3. Typical Section and Details

4. Summary of Drainage Structures

5. Optional Materials Tabulation

6. General Notes

7. Roadway Plan Sheet

8. Drainage Structures

9. Roadway Soil Survey

10. Cross Sections

11. Temporary Traffic Control Sheets

12. Project Network Control Sheet

13. Utility Verification Sheet

14. Report of Core Boring

15. Signing and Pavement Marking Plan/Detail Sheet

16. Signing and Pavement Marking Guide Sheets

17. Signalization Plan/Detail Sheet

18. Signalization Guide Sheets

19. Lighting Plan/Detail Sheets (JPA for FPL)

20. Pole Data, Legend and Criteria

21. Estimated Quantities Report

Post Design Services

Post design services for this project shall be accounted for under a separate Task Work Order.

SUBCONSULTANTS:

In addition to Gortemoller Engineering, Inc. (prime consultant), subconsultants to be utilized for this task work order are:

A. Alday-Howell Engineering, Inc. (Roadway, Signing & Pavement Markings) B. Anevay, Inc. (Geotechnical Analysis) C. Panhandle Engineering and Construction Services, Inc. (Signalization and Lighting) D. Snelgrove Surveying and Mapping, Inc. (Field Surveying) E. Florida Bridge and Transportation, Inc. (Structural Analysis)