CN-550000-CAQ78-W0030000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TASK WORK ORDER FOR PROFESSIONAL SERVICES

375-030-25

PROCUREMENT

08/21

Consultant:

Address:

Date:

11/27/2028

*Limiting or Estimating/Budgeted Amount.

Distribution:

Consultant Acceptance:

Signature

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

$91,221.03

$0.00

(name) (title)

Md Rahman

$91,221.03

Total authorizations to date (including this one):

Departmental Approval:

$91,221.03 Limit

This TWO is to install a tire check safety system and a tire compressor system at the Alligator Alley Rest Area located on I-75 at Mile Marker 35 in Broward County, Florida.

BARGE DESIGN SOLUTIONS, INC.

101 N. State Road 7, Suite 4, Margate, FL 33063

(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:

$91,221.03

(LS2) Lump sum paid based on % of completion

Page 1 Total

Page 2 thru 6 Subtotal

Total

Basic Services

$192,017.53

(name) (title) Signature

Ashley Dixon 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.

Task Work Order No.:

Contract No.: Payment FM No.:

CAQ78 455642-1-32-01

Docusign Envelope ID: 5B009C79-DC9D-4C35-9E87-B7D397C44C88

07/17/2025 | 11:17 AM EDT

FPID: 455642-1-32-01

ALLIGATOR ALLEY TIRE CHECK SAFETY AND TIRE COMPRESSOR SYSTEMS

Broward County, Florida May 14, 2025

I PURPOSE AND NEED

This project is to install a tire check safety system and a tire compressor system at the Alligator Alley Rest Area located on I-75 at Mile Marker 35 in Broward County, Florida. This project includes civil improvements to install the tire check safety system and the tire compressor system.

The need for the tire check safety system and the tire compressor system is to reduce crashes due to tire failure. The tire check safety system is a drive-thru system featuring high-definition cameras, strobe lights, pressure sensors, and roadside kiosk. The system is available to users of any passenger vehicle, at no charge, to obtain information on tire pressure and tire tread depth. To use the system, the user drives over the sensors and obtains the results at the roadside kiosk via a printout or by text message to their cellular phones.

The activities to be performed under this task work order are a continuation of the activities performed under FDOT Contract CA280, Amendment 12.

Scope of Work: Parking Area “F” at the Alligator Alley Rest Area, as identified in the plans for FPID 437934-2, is to be reconfigured to accommodate the installation of the tire check safety system and of a tire compressor system based on the preferred concept developed under FDOT Contract CA280, Amendment 12.

Parking Area “F” is to be modified as follows and as shown in Appendix “A” which is to be designed under this task work order to be installed under FDOT Contract E4V24 (FM No. 439918-2-72-01):

1. Mill and resurface the existing asphalt pavement for re-striping purposes only.

2. Remove a section of the existing asphalt pavement to construct the concrete slab where the components of the tire check safety system will be placed as shown Appendix “B”. The components include:

a. two CCTV cameras mounted on 10-foot-high concrete poles

b. mains junction box

c. drainage sump

d. roadside cabinet

e. access chamber

f. pressure planks

g. embedded piezo position sensors

h. tread strobe

i. tread camera

j. kiosk

3. Provide connections from the roadside cabinet to the nearest existing power source.

4. Construct a concrete traffic island where the tire check safety system will be installed.

5. Install pavement markings to guide the passenger vehicles through the tire check safety system location.

Contract No.: CAQ78EXHIBIT “A”

CONTINUING SERVICES FOR PROJECT

DESIGNSCOPE OF SERVICES

Scope of Services FOR Task Work Order (TWO) No. 3

FDOT District Four

6. Install single post sign assemblies guiding passenger vehicles to tire check safety system’s location within the Alligator Alley Rest Area.

a. A “Tire Check” sign panel will be designed by the CONSULTANT

b. Two sign panels will be designed and fabricated by the tire check safety system’s vendor.

7. Add a new message to be displayed at the following existing dynamic message signs:

1. 75NB22 – NB I-75 at MM 22

2. 75SB37 – SB I-75 at MM 37

3. 27NB31 – NB US-27 at MM 31

Adjacent Projects Below is a list of adjacent projects in the area to be aware of and coordinate during the design phase:

437934-3 - I-75 Alligator Alley Environmental Education Project 453413-1 – SR-93/I-75 (Alligator Alley MP 18.075 – MP 45.361)

II SERVICES TO BE PROVIDED BY THE DEPARTMENT

Available as-built plans, studies, reports.

Available approved concept and sample drawings are available.

Computer Aided Design and Drafting (CADD) files, geotechnical reports, and utility documents for

437934-2 and 437934-3.

Develop the new message for approval by the DEPARTMENT’s Central Office in Tallahassee to be displayed at the following existing dynamic message signs:

o 75NB22 – NB I-75 at MM 22 o 75SB37 – SB I-75 at MM 37 o 27NB31 – NB US-27 at MM 31

Work Provisions All work shall be prepared with English units in accordance with the latest editions of standards and requirements utilized by the DEPARTMENT which include all documents referenced in the master scope of work for the master contract.

III SERVICES TO BE PROVIDED BY THE CONSULTANT

The Task Numbers throughout this task work order (TWO) Scope of Services are in reference to the activities identified on the DEPARTMENT’s Staff Hour Estimation forms. Under this TWO, in addition to the continuation of the basic services outlined in the original agreement, the CONSULTANT shall develop construction plan set(s) for the installation of the tire safety system described in Section I. These shall be installed in accordance with the concept plans provided to the CONSULTANT by the

DEPARTMENT.

3 PROJECT COMMON AND GENERAL TASKS

Project Common Tasks, as listed below, are work efforts that are applicable to the following project activities for this task work order: 4 (Roadway Analysis), 5 (Roadway Plans), 7 (Utilities), 9 (Structures – Summary and Miscellaneous Tasks and Drawings), 19 (Signing and Pavement Marking Analysis), and 20 (Signing and Pavement Marking Plans. These tasks are to be included in the project scope in each applicable activity when the work described is to be performed by the

CONSULTANT.

Project Common Tasks:

Cost Estimates Submit construction cost estimates at Draft and Final submittals. Coordinate with the DEPARTMENT’s District Maintenance Office on the pay items required for this project.

Technical Special Provisions (TSP)/Modified Special Provisions (MSP) TSP for the bollards.

Field Reviews Perform two field reviews. One following NTP to document existing conditions and the second is to occur between the Draft submittal and Final submittal.

Submittals Two (2) submittals are anticipated for this project: Draft and Final.

The following items will be included as part of the project submittal package:

1. Construction Time Estimate Memo

2. Preliminary Engineering Certification

3. Utility Certification Memorandum

4. Status of Environmental Certification

5. Permit Transmittal Memorandum

6. Railroad Clear Letter

7. Right of Way Certification

8. Approved Pavement Design Memorandum

The following items will not be included as part of the project submittal package:

1. Transportation Management Plan

2. Approved Access Management Plan

3. Approved Geotechnical Report

4. Approved Pond Siting Report

5. Approved Typical Section Package

6. Asbestos Survey Reports

7. Community Awareness Plan

8. Bridge Development Report

9. ITS Project Risk Assessment

10. Systems Engineering Project Checklist

11. Systems Engineering Documentation

12. Drainage Report

13. Outdoor Advertisement (ODA) Clear Letter

14. Lighting Reports

15. Length of Project Verification

Schedule The CONSULTANT shall provide a schedule which contains, at a minimum, the anticipated milestone dates such as the Final submittal occurs no more than 12 months from the Notice to Proceed date for this task work order.

Meetings (General Project and Technical) The following meetings will be held:

Project Kickoff Meeting Progress Meetings - monthly with the DEPARTMENT’s Project Manager. To be attended only by the CONSULTANTS’s Project Manager.

Meeting with the DEPARTMENT’S District Construction Office personnel to discuss TTCP approach. This meeting is to be held as a condition to proceed with the Draft submittal.

One Comment Resolution Meeting following the Draft submittal.

Project General Tasks:

Project General Tasks represent work efforts that are applicable to the project as a whole and not to any specific project activity. The work described in these tasks shall be performed by the CONSULTANT when included in the project scope.

3.3 Specifications & Estimates

3.3.2 Estimated Quantities Report Preparation

The CONSULTANT shall prepare an Estimated Quantities (EQ) Report in accordance with FDM 902. Includes loading category information, pay items, and quantities into Designer Interface for AASHTOWare Project Preconstruction (PrP), QA/QC efforts associated with AASHTOWare PrP and the EQ Report.

3.4 Contract Maintenance and Electronic Document Management System (EDMS)

Based on the period between the Notice to Proceed date and the Final submittal date, and final documentation to be one calendar year.

3.6 CONSULTANT Project Manager Meetings

Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task

3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in the meeting task for that specific Activity.

The following meetings will be held:

Project Kickoff Meeting.

Progress Meetings – bi-weekly with the DEPARTMENT’s Project Manager.

Meeting with the DEPARTMENT’S District Maintenance Office personnel to discuss

TTCP approach. This meeting is to be held as a condition to proceed with the Draft submittal.

One meeting with the Broward County Building Code Division.

One Comment Resolution Meeting following the Draft submittal.

3.8 Post Design Services

To be negotiated as a separate Task Work Order.

3.9 Digital Delivery

The CONSULTANT shall deliver final contract plans and specifications in electronic format using the DEPARTMENT’s Digital Delivery software. The final contract plans and specifications shall be electronically signed and sealed files delivered to the DEPARTMENT on acceptable electronic media, as determined by the DEPARTMENT.

3.11 Railroad, Transit and/or Airport Coordination

The CONSULTANT is to coordinate with the DEPARTMENT’s District Office of Modal Development to obtain the Railroad Clear Letter.

3.13 Other Project General Tasks

3.13.1 Additional Coordination

Additional coordination is expected with the vendors of the tire check safety system and the tire compression system to produce plans and information for the contract documents.

3.13.2 Department-Owned Underground Facilities

Department-owned underground facilities will be designated and located, as needed, by the CONSULTANT. The DEPARTMENT will not locate its underground facilities as the result of a call to Sunshine State One-Call. The CONSULTANT may determine the locations of existing Department-owned underground facilities using SUE, reviewing as-built plans, field investigations, or other means such as the information obtained under FPIDs 437934-2 and 437934-3.

4 ROADWAY ANALYSIS

The CONSULTANT shall analyze and document Roadway Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums.

The roadway analysis will consist of adjusting the site to accommodate the tire check safety system.

4.3 Pavement Design Package

The CONSULTANT shall prepare a Pavement Design Memorandum to be approved by the DEPARTMENT prior to the Draft submittal.

4.11 Horizontal/Vertical Master Design Files

The CONSULTANT shall design the geometrics for the reconfiguration of Parking Area “F” using the Standard Plans that are most appropriate with proper consideration given to the design consistency and driver expectancy, aesthetics, existing vegetation to be preserved, pedestrian and bicycle concerns, ADA requirements, Safe Mobility for Life Program, and scope of work.

4.12 Temporary Traffic Control Plan (TTCP) Analysis and Master Design Files

The CONSULTANT shall design a safe and effective Temporary Traffic Control Plan (TTCP) to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress, routing, signing and pavement markings, and detour quantity tabulations.

The CONSULTANT shall investigate the need for detours and diversions in the analysis.

The TTCP shall be prepared by a certified designer who has completed training as required by the DEPARTMENT. Before proceeding with the proposed TTCP, the CONSULTANT shall meet with the appropriate DEPARTMENT personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts.

The CONSULTANT shall consider the impact of any alternate routes. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations, or plans development. Impacts to consider will be holidays, peak seasons, and other eventualities.

4.14 Roadway Quantities for EQ Report

The CONSULTANT shall determine roadway pay items and quantities and the supporting documentation.

TTCP Quantities for EQ Report:

The CONSULTANT shall determine temporary traffic control pay items and quantities and the supporting documentation.

4.18 Quality Assurance/Quality Control

The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract.

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or it may be one specifically designed for this project.

4.19 Supervision

The CONSULTANT shall supervise all Roadway Analysis activities.

4.20 Roadway Meetings

The following meetings will be held:

Project Kickoff Meeting Meeting with the DEPARTMENT’S District Maintenance Office personnel to discuss

TTCP approach. This meeting is to be held as a condition to proceed with the Draft submittal.

One meeting with the Broward County Building Code Division.

4.21 Field Reviews

Perform two field reviews. One following NTP to document existing conditions and the second is to occur between the Draft submittal and Final submittal.

4.22 Coordination

Includes coordination with the vendors for the tire check system and the tire compressor system.

5 ROADWAY PLANS

The CONSULTANT shall prepare plan sheets, notes, and details. The plans shall include the following sheets necessary to convey the intent and scope of the project for the purposes of construction.

5.1 Key Sheet & Signature Sheet

5.4 General Notes/Pay Item Notes

To include signing and pavement notes of the special sign panels to be provided by the tire check improvement system vendor.

5.6 Plan View (Plan Sheets)

The CONSULTANT shall prepare the following plan sheets:

Horizontal Control Plan To lay out the geometry of the site, traffic island location, parking spaces, and dimensions. The CONSULTANT shall use the horizontal control set for FPID 437934-2. The scale to be used for the Horizontal Control Plans is 1” = 50’.

Paving, Grading and Drainage Plan

The CONSULTANT shall design and prepare a plan for the site paving, grading, and drainage systems in accordance with the governing Water Management District and the FDOT guidelines to include pipe materials and sizing; grate and invert elevations;

surface road improvements, including pavement structural section; subgrade treatment; curbs; horizontal control; spot elevations and elevation contours. The scale to be used for the Paving, Grading, and Drainage Plans is 1” = 50’.

Electrical Plan

To establish how power and fiber communications will be provided to the tire check safety system and the tire compression system. The scale to be used for the Paving, Grading, and Drainage Plans is 1” = 50’.

Tire Check Safety System Plans (for Informational Purposes Only) – to be provided by the tire check safety system vendor.

Tire Compressor System Plans (for Informational Purposes Only) – to be provided by the tire compressor system vendor.

5.11 Details

The CONSULTANT will design and prepare general construction details.

General Construction Detail Sheet This sheet will include general construction details to support the design of the site improvements. This will include typical pavement sections for the approach asphalt pavement to the tire check safety system along with supporting details on interface details with the concrete pavement and existing pavement. Other miscellaneous general construction details will be included on this sheet.

5.14 Temporary Traffic Control Plan

5.18 Quality Assurance/Quality Control

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the

5.19 Supervision

The CONSULTANT shall supervise all Roadway Plans activities.

7 UTILITIES

The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the DEPARTMENT's construction project are addressed. The CONSULTANT shall certify all utility negotiations have been completed and that arrangements have been made for utility work to be undertaken.

7.2 Identify Existing Utility Agency Owner(s)

The CONSULTANT shall identify all Utility Agency Owners (UAOs) in the corridor and within and adjacent to the project limits that may be impacted by the project. Identification shall include the updates UAO contact information. The CONSULTANT shall contact Sunshine 811, perform a field visit, and review prior FDOT utility permits, reports, the plans from FPIDs 437934-2 and 437934-3, and surveys provided.

7.3 Make Utility Contacts

First Contact: The CONSULTANT shall send letters and plans to each Utility Agency Owner (UAO). Request type, size, location, and easements. Request the voltage level for power lines in the project area.

Second (Final) Contact: The utility conflict information (when applicable and in the format requested by the DEPARTMENT) and the Draft plans to the UAO(s) including all component sets, at a minimum of four (4) weeks prior to the individual/field meetings.

7.6 Individual/Field Meetings

The CONSULTANT shall meet with each UAO as necessary, separately, or together, throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans, standard or selective clearing and grubbing work, and assist in the development of the UAO(s) marked/RGB plans. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting.

7.7 Collect and Review Plans and Data from UAO(s)

The CONSULTANT shall review UAOs marked plans and data individually as they are received for content, accuracy, utility type, material, and size and incorporate them in the plans.

7.10 Review Utility Markups & Work Schedules and Processing of Schedules & Agreements The CONSULTANT shall review utility marked up plans as they are received for content and coordinate review with the designer. Send color markups to the appropriate

DEPARTMENT office(s) such as survey, geotechnical, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and District Traffic Operations for review and comment if required by the DEPARTMENT.

7.11 Utility Coordination/Follow-up

The CONSULTANT shall provide utility coordination and follow-up. This includes follow-up and interpreting plans. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s) complete and return the required documents in accordance with the project schedule. Ensure the resolution of all identified conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project

7.12 Utility Constructability Review

The CONSULTANT shall review utility schedules against construction contract time, and phasing for compatibility. Coordinate with and obtain written concurrence from the construction office.

7.16 Certification/Close-Out

This includes hours for transmitting utility files to the DUO and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the appropriate DEPARTMENT representative the following:

All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, Technical Special Provisions or Modified Special Provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule.

OR

An on-site inspection was made and no utility work will be involved.

OR

Plans were sent to the Utility Companies/Agencies and no utility work is required.

8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES The CONSULTANT shall notify the DEPARTMENT Project Manager, Environmental Permit Coordinator, and other appropriate DEPARTMENT personnel in advance of all scheduled meetings with the regulatory agencies to allow a DEPARTMENT representative to attend. The CONSULTANT shall copy in the Project Manager and the Environmental Permit Coordinator on all permit related correspondence and meetings. The CONSULTANT shall use current regulatory guidelines and policies for all permits required as identified in Section 2.4.

8.1 Preliminary Project Research

The CONSULTANT shall perform preliminary project research and shall be responsible for regulatory agency coordination to assure that design efforts are properly directed toward permit requirements. The research shall include but should not be limited to a review of the project's PD&E documents including the Environmental Document, Natural Resources Evaluation Report, and Cultural Resources Assessment Survey Report.

The CONSULTANT shall research any existing easements or other restrictions that may exist both within or adjacent to the proposed project boundary. Project research may include but should not be limited to review of available: District Right of Way files and databases; federal, state, and local permit files and databases; and local government information including county and property appraiser data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or acquired.

Any applicable information will be shown on the plans as appropriate.

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS

The CONSULTANT shall analyze, design, and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.21, Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and within the provision defined in Section 2.21, Provisions for Work. Contract documents shall display economical solutions for the given conditions.

The CONSULTANT shall provide Design Documentation to the DEPARTMENT with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the DEPARTMENT's request, on 8 1/2"x11" paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida-licensed professional engineer. A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task.

9.3 General Notes and Bid Item Notes

9.4 Miscellaneous Common Details

The CONSULTANT shall prepare plan sheets showing the details of the concrete pad where the components of the tire check safety system will be installed.

9.8 Structures Quantities for EQ Report

19 SIGNING AND PAVEMENT MARKING ANALYSIS

The CONSULTANT shall analyze and document Signing and Pavement Markings Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums.

19.3 Signing and Pavement Marking Master Design File

The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary design elements and all associated reference files. This is to include providing the locations where the following sign assemblies are to be placed:

“Tire Check” Sign panels which are designed and fabricated by the tire check safety system’s vendor.

19.5 Sign Panel Design Analysis

Establish sign layout, letter size and series for the “Tire Check” sign panel. The design of the “Tire Check” sign panel will be referenced from the information provided by the

DEPARTMENT.

19.7 S&PM Quantities for EQ Report

The CONSULTANT shall determine signing and pavement marking pay items and quantities and the supporting documentation.

19.11 Field Review

Perform two field reviews. One following NTP to document existing conditions and the second is to occur between the Draft submittal and Final submittal.

19.12 Technical Meetings

The following meetings will be held:

Project Kickoff Meeting

19.13 Quality Assurance/Quality Control

and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract.

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the

19.15 Supervision

The CONSULTANT shall supervise all Signing and Pavement Marking Analysis activities.

19.16 Coordination

Includes coordination with the tire check safety system vendor.

20 SIGNING AND PAVEMENT MARKING PLANS

The CONSULTANT shall prepare a set of Signing and Pavement Marking Plans in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums that includes the following.

20.4 Plan Sheet

The CONSULTANT shall prepare the plan sheets showing the signing and pavement marking scheme of Parking Area “F” with the installation of the tire check safety system and the tire compressor system. The scale to be used for the plan sheets is 1” = 50’.

20.7 Guide Sign Data

Exhibit the sign layout, letter size and series for the “Tire Check” sign.

20.9 Quality Assurance/Quality Control

The CONSULTANT shall be responsible for the professional quality, technical accuracy

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or it may be one specifically designed for this project.

20.10 Supervision

The CONSULTANT shall supervise all Signing and Pavement Marking Plans activities.

36 PROJECT REQUIREMENTS

36.1 Liaison Office

The DEPARTMENT and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remains with the DEPARTMENT Project Manager.

36.2 Key Personnel

The CONSULTANT's work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the personnel indicated shall be subject to review and approval by the DEPARTMENT.

36.3 Progress Reporting

The CONSULTANT shall meet with the DEPARTMENT as required and shall provide a written monthly progress report with an approved schedule, schedule status, and payout curve or by using the earned value method that describes the work performed on each task.

The report will include assessing project risk through monthly documentation of identifying and updating the risk category and approach for monitoring those tasks.

Invoices shall be submitted after the DEPARTMENT approves the monthly progress report and the payout curve or with earned value analysis. The Project Manager will make judgment on whether work of sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual work accomplished.

36.4 Correspondence

Copies of all-written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the DEPARTMENT for their records within one (1) week of the receipt or mailing of said correspondence.

36.5 Professional Endorsement

The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports, documents, Technical Special Provisions and Modified Special Provisions, and plans as required by DEPARTMENT standards.

36.6 Computer Automation

The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. The DEPARTMENT makes available software to help assure quality and conformance with policy and procedures regarding CADD. It is the responsibility of the CONSULTANT to meet the requirements in the FDOT CADD Manual. The CONSULTANT shall submit final documents and files as described therein.

36.7 Coordination with Other Consultants

The CONSULTANT is to coordinate his work with all adjacent and integral consultants so as to effect complete and homogenous plans and specifications for the project(s) described herein.

37 INVOICING LIMITS

Payment for the work accomplished shall be in accordance with the Method of Compensation for this contract. Invoices shall be submitted to the DEPARTMENT, in a format prescribed by the DEPARTMENT. The DEPARTMENT Project Manager and the CONSULTANT shall monitor the cumulative invoiced billings to ensure the reasonableness of the billings compared to the project schedule and the work accomplished and accepted by the DEPARTMENT.

The CONSULTANT shall provide a list of key events, and the associated total percentage of work considered to be complete at each event. This list shall be used to control invoicing. Payments will not be made that exceed the percentage of work for any event until those events have occurred and the results are acceptable to the DEPARTMENT.

APPENDIX A

CONCEPTUAL PLANS

BACK FLOW

BACK FLOW

WATER

ELEC

ELEC

ELEC

ELEC

WATER

WATER

WATERWATER

SAN

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D)

BFOC(D)

BFOC(D)

BFOC(D)

BFOC(D)

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

B E D

B E D

B E D

B E D

BE(D)

BE(D) BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

S(D

S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)

B E D

B E D

B E D

S D

BE(D) BE(D) BE(D) BE(D) BE(D)

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D)

BFOC(D)

BFOC(D)

BFOC(D)

BFOC(D)

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

B E D

B E D

B E D

B E D

BE(D)

BE(D) BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

S(D)S(D)S(D)S(D)S(D)S(D)

S(D

S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D) S(D)

B E D

B E D

B E D

S D

BE(D) BE(D) BE(D) BE(D) BE(D)

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

B E D

SANSAN

BACK FLOW

ELECBFOC(D)

BFOC(D)BFOC(D)

B F O C D

B E D

B E D

W(D)W(D)W(D)

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D)

BFOC(D)

BFOC(D)BFOC(D)

B F O C D

B E D

B E D

W(D) W(D) W(D)

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

B F O C D

BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BFOC(D)

BFOC(D) BFOC(D) BFOC(D) BFOC(D)

BLSLC1

ELSLC1

ELSTS1

BLSTS2

ELSTS2

ELSTS3

BLSLC3

ELSLC3

BLBPWRB1

ELBPWRB1

BLWLB1

ELSS1

ELSLC4

BLSTS2

ELSS1

BLBPWRB2

BLSS2

ELSS2

ELUNK1

BLBPWRB3

ELBPWRB3

BLSLC6

ELSLC6

BLWLB1

ELWLB1

BLBPWRB4

BLBPWRB5

ELEO

ELEO

ELEO

BOX ELECT

BLBPWR1

BLWL1

ELWL1

BLWL2

ELWL3

BLFOCUB6

ELFOCUB5

ELFOCUB1

BLFOCUB1

ELFOCUB2

ELFOCUB1

BLFOCUB2

BLFOCUB3

ELFOCUB2

ELFOCU1

BLFOCU2

ELFOCU2

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

W D

W D

W D

W(D) W(D) W(D) W(D) W(D)

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W D

W D

W D

W D ) W(D) W(D) W(D) W(D)

W(D) W(D)

831 832 833 834 835

213 214 215

148'

30'

BROWARD COUNTY

SHERIFF FIRE STATION

No. 106

EXISTING EB TRUCK

PARKING AREA "G"

(TO REMAIN) EXISTING EB TRUCK

PARKING AREA "G"

(TO REMAIN)

SURVEY

EB I-75 MAINLINE (REFER TO

FDOT. PROJ. 86075-3444)

EB- I-75 MAINLINE

CONST. PAVERS

SIDEWALK

NEW EXPANDED

PARKING AREA "F"

CONST. TYPE F

CURB (REFER TO

SITE DETAIL,

SHEET #48)

CONST. 6" CONCRETE

DRIVEWAY

CONST. 6" CONCRETE

DRIVEWAY

CONST. TYPE F

CURB (REFER TO

SITE DETAIL,

SHEET #48)

CONST. TYPE F CURB

(REFER TO SITE

DETAIL, SHEET

#48)

END ℄ OF CONST. PARKING AREA "F"

STA: 402+36.40

401+92.30

75.54 LT.

400+81.45

46.03 LT.

400+71.46

41.50 RT.

401+71.94

93.03 RT.

401+92.30

75.45 RT.

R4 0'

7.2'

BEGIN ℄ CONST. OF

PARKING AREA "F"

STA: 400+00.00

= STA: 216+69.54

℄ CONNECTOR

ROAD No. 2

BRIDGE CONNECTOR ROAD No. 2

CONST. TYPE F CURB

(REFER TO SITE DETAIL,

SHEET #49)

L.A. R/W LINE

R22' R4 6.2

CONST.

TYPE F CURB

CONST. TYPE F

CURB (REFER TO

SITE DETAIL,

SHEET #48)

400+41.44

75.57 RT.

400+43.96

48.43 LT.

400+44.94

93.03 RT.

S-19

S-15 S-17

S-16

S-18

19.6'

S-22

CR-G

213+29.25

20.45 LT.

CR-G

213+65.76

19.23 LT.

CR-G

214+30.42

19.21 LT.

CR-G

214+80.96

18.98 LT.

CR-G

215+44.21

18.55 LT.

CR-G

215+83.61

19.25 LT. CR-G

216+30.81

19.53 LT.

CR-G

217+07.60

19.12 LT.

CR-G

217+54.17

19.79 LT.

214+15.96

44.14 LT.

213+19.03

30.67 LT.

213+81.76

44.17 LT.

215+51.79

17.05 LT.

215+70.50

17.03 LT.

400+41.47

75.43 LT.

400+44.96

93.00 LT.

401+92.81

93.67 RT.

401+92.85

99.52 RT.

CONST. PAVERS

SIDEWALK

CR-C

401+02.77

91.50 LT.

CR-C

401+56.47

91.53 RT.

CR-C

400+60.40

91.53 RT.

CR-C

400+60.43

91.50 LT.

CR-C

401+56.50

91.50 LT.

401+71.96

93.00 LT.

217+68.52

15.27 LT.

CONST. VALLEY GUTTER

PER INDEX 520-001 CONST. VALLEY GUTTER

PER INDEX 520-001

CONST. CONCRETE MEDIAN

R30'

EXIST. STRUCTURE

TO BE REMOVED

CONST. 95'

OF 18" PIPE

CONST. 95'

OF 18" PIPE

CONST. 48'

OF 18" PIPE

EXIST. STRUCTURE

TO BE REMOVED

EXIST. PIPE

TO REMAIN

EXIST. PIPE

TO BE

REMOVED

CONST.

96' OF 14"

x 23"

PIPE EXIST. PIPE

TO BE REMOVED

213+51.24

17.30 LT.

214+44.65

16.33 LT.

214+67.86

16.34 LT. EXIST 24" PIPE

TO REMAIN

91'

REFER TO ENLARGED

PARKING VIEW

27' 27'R2'

R1.5 ' R1.5'

R2

WATERWATER

B F O C D

BFOC(D)BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

B F O C D

BFOC(D)BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

W(D)

BLFOCUB1

BLFOCUB2

W D

W D

W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

88.4'

401+90.79

73.92 RT.

401+74.86

44.15 RT.

401+70.45

45.55 LT.

401+90.79

74.05 LT.

NEW CONCRETE

MEDIAN

33' 28.5'28.5'

401+70.45

45.45 RT.

R2'

R1.5 ' R1.5'

R2

Feet

0 10

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

SHEET

NO.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A C

N

ROADWAY PLAN (2)

Juan Pablo Casanas 6/13/2023 11:41:24 AM

BROWARD 437934-2-52-01SR 93

M A T C H L

IN

E S

T A

.0 S

E E R

O A D W A Y P

LA

N 1)

M A T C H L

IN

E S

T A

.0 S

E E R

O A D W A Y P

LA

N

EVELYN L. RODRIGUEZ, P.E.

P.E. LICENSE NUMBER 78548

EAC CONSULTING, INC.

5959 BLUE LAGOON DRIVE, SUITE 410

MIAMI , FL 33126

L:\Project\18project\18063.LD01-01-I75 Alligator Alley\437934-2-32-01\roadway\PLANRD01.dwg

TOP PANEL - SEE ROADWAY PLAN (4)

ENLARGED VIEW PARKING AREA F

SCALE: 1"=40'

5/31/23 WheelRight

DRAFT

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0 10-0

.0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0.010

-0.010-0.010

-0.010

-0.010

-0.010

-0.010

-0.010

-0.010 -0.010-0.010-0.010-0.010

-0.010

-0.010 -0.010 -0.010

-0.010-0.010-0.010

-0.010-0.010 -0.010

-0.010-0.010-0.010

-0.010

-0.010

-0.010

-0.010

-0.010

-0.010-0.010

-0.010

-0.010

-0.010

-0.010 -0.010 -0.010

-0.010 -0.010

-0.010-0.010

-0.010

-0.010

-0.010

-0.010-0.010 -0.010

-0.010-0.010-0.010 -0.010

.2

14.4

14.2

.2

.6

14.4

14.6

.2

14.2

.2

.4

14.4

14.214.214.414.6

.8

-0 .0

-0 .0

-0 .0

-0 .0 05 -0 .0

-0 .0

-0 .0

-0 .0

-0 .0

-0.010

-0.010

-0.010

-0.010

-0.010

.4

+35.45

20.50 LT.

EL. 14.32

+35.45

12.03 LT.

EL. 14.40

+35.43

91.48 RT.

EL. 14.43

+08.44

91.53 RT.

EL. 14.57

+45.45

20.50 LT.

EL. 14.26

+45.45

91.53 RT.

EL. 14.38

+57.95

20.50 LT.

EL. 14.14

+57.98

11.97 RT.

EL. 14.23

+57.95

20.45 RT.

EL. 14.14

+57.95

41.50 RT.

EL. 13.93

+57.95

50.07 RT.

EL. 13.84

+57.95

74.00 RT.

EL. 14.08

+57.95

91.53 RT.

EL. 14.26

+70.46

20.50 LT.

EL. 14.27

+70.48

11.97 RT.

EL. 14.35

+70.46

20.45 RT.

EL. 14.27

+70.46

41.50 RT.

EL. 14.06

+70.46

50.07 RT.

EL. 13.97

+70.46

74.00 RT.

EL. 14.21

+70.46

91.53 RT.

EL. 14.38

+08.44

0.00 RT.

EL. 14.66

+35.45

0.00 LT.

EL. 14.52

+45.46

0.02 RT.

EL. 14.47

+57.96

0.02 RT.

EL. 14.35

+08.44

11.97 RT.

EL. 14.54

+08.44

49.93 LT.

EL. 14.16

+08.44

74.00 LT.

EL. 14.40

+08.45

20.50 LT.

EL. 14.45

+08.46

12.03 LT.

EL. 14.53

+08.44

41.55 LT.

EL. 14.24

+35.45

49.93 LT.

EL. 14.02

+35.45

41.55 LT.

EL. 14.10

+35.45

74.02 LT.

EL. 14.26

+08.44

91.50 LT.

EL. 14.57

+35.45

91.50 LT.

EL. 14.44

+45.45

91.50 LT.

EL. 14.39

+57.95

91.50 LT.

EL. 14.26

+70.46

91.50 LT.

EL. 14.38

+08.43

41.48 RT.

EL. 14.24

+08.45

50.06 RT.

EL. 14.15

+08.45

74.01 RT.

EL. 14.39

+35.45

74.01 RT.

EL. 14.26

+45.46

74.02 LT.

EL. 14.21

+57.96

74.03 LT.

EL. 14.09

+70.47

74.01 LT.

EL. 14.21

+90.80

74.04 LT.

EL. 14.41

+90.80

49.93 LT.

EL. 14.17

+90.80

41.55 LT.

EL. 14.25

+45.46

49.93 LT.

EL. 13.97

+45.45

20.45 RT.

EL. 14.27

+35.41

20.45 RT.

EL. 14.32

+08.43

20.45 RT.

EL. 14.45

+35.41

41.50 RT.

EL. 14.11

+35.41

11.97 RT.

EL. 14.40

+45.45

11.97 RT.

EL. 14.35

+45.44

41.53 RT.

EL. 14.06

+45.45

50.07 RT.

EL. 13.97

+35.45

50.07 RT.

EL. 14.02

+45.45

73.97 RT.

EL. 14.21

+90.80

50.07 RT.

EL. 14.17

+90.80

73.95 RT.

EL. 14.41

+90.80

20.45 RT.

EL. 14.47

+90.80

41.50 RT.

EL. 14.26

+90.80

11.97 RT.

EL. 14.55

+70.46

0.00 RT.

EL. 14.47

+90.80 0.00

EL. 14.67

+45.45

12.03 LT.

EL. 14.35

+57.95

12.03 LT.

EL. 14.22

+90.81

20.50 LT.

EL. 14.47

+90.80

12.02 LT.

EL. 14.55

+57.96

49.93 LT.

EL. 13.85

+45.46

41.55 LT.

EL. 14.05

+57.96

41.55 LT.

EL. 13.93

+70.46

49.93 LT.

EL. 13.97

+70.46

41.55 LT.

EL. 14.05

+70.45

12.03 LT.

EL. 14.35

+08.42

99.50 LT.

EL. 15.02

+35.45

99.48 LT.

EL. 14.89

+45.46

99.44 LT.

EL. 14.83

+57.94

99.50 LT.

EL. 14.71

+72.45

99.50 LT.

EL. 14.84

+20.62

99.50 LT.

EL. 14.96

+12.33

109.77 LT.

EL. 14.68

(MATCH EX)

+20.62

110.00 LT.

EL. 14.69

(MATCH EX)

+41.70

101.37 LT.

EL. 14.85

(MATCH EX)

+49.64

101.46 LT.

EL. 14.95

(MATCH EX)

+92.99

99.48 LT.

EL. 14.29

(MATCH EX)

+92.98

93.52 LT.

EL. 14.29

(MATCH EX)

+92.79

93.67 RT.

EL. 14.92

(MATCH EX)

+92.84

99.52 RT.

EL. 14.95

(MATCH EX)

+83.09

99.51 RT.

EL. 14.86

(MATCH EX)

+75.09

99.52 RT.

EL. 14.80

(MATCH EX)

EL. 14.10

EL. 14.51

EL. 14.39

EL. 14.01

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

SHEET

NO.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A C

GRADING DETAIL (3)

Juan Pablo Casanas 6/13/2023 11:17:42 AM

BROWARD 437934-2-52-01SR 93

EVELYN L. RODRIGUEZ, P.E.

P.E. LICENSE NUMBER 78548

EAC CONSULTING, INC.

5959 BLUE LAGOON DRIVE, SUITE 410

MIAMI , FL 33126

L:\Project\18project\18063.LD01-01-I75 Alligator Alley\437934-2-32-01\roadway\PLANRD02.dwg

MATCH LINE STA 401+00.00

PARKING AREA "F" - NORTH3

SCALE: 1"=20'

N

5/31/23 WheelRight

BACK FLOW

BACK FLOW

WATER

WATER

WATER

WATERWATER

SAN

SAN

B E D

BE(D)

BE(D) BE(D) BE(D)

BE(D)

BE(D)

BE(D)

S(D) S(D) S(D) S(D) S(D) S(D)

B E D

B E D

B E D

BE(D)

BE(D

BE(D)BE(D)

BE(D)BE(D)BE(D)BE(D)BE(D)

S D

BE(D) BE(D) BE(D) BE(D)

BE(D

BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

B E D

B E D

B E D

B E D

B E D

B E D

BE(D)

BE(D) BE(D) BE(D)

BE(D)

BE(D)

BE(D)

S D

S(D)S(D)S(D)S(D)S(D)S(D)S(D)S(D) S(D) S(D) S(D) S(D) S(D)

B E D

B E D

B E D

BE(D)

BE(D

BE(D)BE(D)

BE(D)BE(D)BE(D)BE(D)BE(D)

S D

BE(D) BE(D) BE(D) BE(D)

BE(D

BE(D) BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

BE(D)

B E D

B E D

B E D

B E D

B E D

SAN

BACK FLOW

WATER

WATER

W D

W D

W(D)W(D)W(D)W(D)W(D)W(D)W(D) W(D) W(D) W(D) W(D) W(D)

W D

W D

BLSLC4

ELSLC4

BLSTS8

BLSLC1

ELSLC1

BLSTS1

ELSTS1

BLSTS2

ELSTS2

ELBPWRB1

BLWLB1

BLSLC4

ELSLCB4

ELSTS4

BLSS1

ELSS1 ELSS1

BLBPWRB2

BLSS2

ELSS2

ELUNK1

BLBPWRB3

ELBPWRB3

BLWLB1

ELWLB1

ELBPWRB4

BLBPWRB5

ELBPWRB5

ELEO

ELEO

BOX ELECT

BLWL1

ELWL1

BLWL2

ELWL2

BLWL3

ELWL3

C

SAN

BLFOCUB1

ELFOCUB2

BLFOCUB2

BLFOCUB2

BLFOCUB1

BLFOCU2

W(D) W(D) W(D) W(D) W(D)

W D

W D

W(D) W(D) W(D) W(D)

W(D) W(D) W(D) W(D) W(D) W(D)

W D

W D

W(D) W(D) W(D) W(D)

W(D) W(D)

W(D) W(D) W(D) W(D) W(D) W(D)W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D) W(D)

BE(D) BE(D) BE(D) BE(D) BE(D)

214 215

218 219

N89° 56' 42"E

1064.768

BROWARD COUNTY

SHERIFF FIRE

STATION No. 106

NEW EXPANDED

PARKING AREA "F"

REST AREA

MAIN BUILDING

(TO REMAIN)

PARKING

AREA "L"

NEW WESTBOUND TRUCK

PARKING AREA "E"

PARKING AREA "Q"

(REFER TO SITE DETAIL No. 7)

NEW WETLAND EXHIBIT

(REFER SITE

DETAIL No. 11 & LANDSCAPE

ARCHITECTURE PLANS)

BRIDGE CONNECTOR ROAD No. 2

215+54.99

76.27 LT. 221+02.84

39.26 LT.

222+21.67

43.82 LT.

221+24.92

91.36 RT.

218+48.35

63.93 RT.

216+91.63

125.31 RT.

214+15.96

44.03 LT. 215+21.79

45.89 LT.

215+55.10

193.09 LT.

215+95.68

190.88 LT.

214+58.63

26.21 RT.

219+13.38

122.06 RT.

END MILLING AND

RESURFACING BEGIN

RECONSTRUCTION

STA. 220+62.04

MILLING & RESURFACING

CONCRETE PAVEMENT/SIDEWALK

PERFORMANCE TURF

RECONSTRUCTION / NEW

ASPHALT PAVEMENT

LEGEND

NEW BOARDWALK

NEW BRICK PAVERS

NEW DECORATIVE PAVEMENT

4' 2'

3'

S D

S(D)S(D)S(D)

Feet

0 10

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

SHEET

NO.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A C

N

M

AT

C H L

IN

E R

E F E R T

O S H E E T

SITE DETAILS (2)

Juan Pablo Casanas 6/13/2023 11:32:58 AM

BROWARD 437934-2-52-01SR 93

EVELYN L. RODRIGUEZ, P.E.

P.E. LICENSE NUMBER 78548

EAC CONSULTING, INC.

5959 BLUE LAGOON DRIVE, SUITE 410

MIAMI , FL 33126

L:\Project\18project\18063.LD01-01-I75 Alligator Alley\437934-2-32-01\roadway\PLANRD05.dwg

NOTES:

1. REMOVE ALL EXISTING SITE FEATURES IN

ACCORDANCE WITH THE TYPICAL SECTIONS AND SITE

DETAIL SHEETS TO FACILITATE PROPOSED SITE

IMPROVEMENTS.

2. ITEMS TO BE REMOVED INCLUDE BUT ARE NOT

LIMITED TO, CURBS, SIDEWALKS, PAVERS, CONCRETE

BANDS, EDGINGS, TRASH RECEPTACLES, WALLS, SOD,

PLANTERS, HEDGES, RAILINGS, FENCING, AND OTHER

EXISTING MISCELLANEOUS SITE FEATURES.

M

AT

C H L

IN

E R

E F E R T

O S H E E T

60120

Feet

CROSS WALK DECORATIVE PAVEMENT

SCALE: 1" = 30'

A

REFER TO DETAIL A

5/31/23 WheelRight

833 834 835 836 837 838

O N

L Y

P E

R M

IT

D

IS

A B

L E

D

P A

R K

IN

G B

Y

M

A X

F

IN

EO

N

L Y

P E

R M

IT

D

IS

A B

L E

D

P A

R K

IN

G B

Y

M

E

O N

L Y

P E

R M

IT

D

IS

A B

L E

D

P A

R K

IN

G B

E

DO NOT

ENTER

D O N

O

TEN

TER

STOP

SD

R5-1

R1-1

30''x30''

42''x42''

401+72

R5-1

42''x42''

401+76

R5-2

18''x45''

401+73

30''x30''

401+41

30''x30''

48''x36''

PARKING

TRAILER

TRACTOR

RV AND

E N V

IR

O M E N

TA

L

E D U C A

TIO

N

.0

M

A X

F

IN

E

O N

L Y

P E

R M

IT

D

IS

A B

L E

D

P A

R K

IN

G B

Y

A C

C E

S S

IB

L E

V A

N

P E

R M

IT

E D

S E

R V

IC

E A

N

IM

A L S

A L L O

W E

D

N O P

E T S

E N T R A N C E

T H

IS

A

R E

A

A R

M E

D S

E C

U R

IT

Y

P A

T R

O L L E

D B

Y

N

IG

H T

IM

E

.0

M

A X

F

IN

E

O N

L Y

P E

R M

IT

D

IS

A B

L E

D

P A

R K

IN

G B

Y

A C

C E

S S

IB

L E

V A

N

E N T R A N C E

T H

IS

A

R E

A

A R

M E

D S

E C

U R

IT

Y

P A

T R

O L L E

D B

Y

N

IG

H T

IM

E

F L O

R

ID

A L

A W

401+65

FTP-22-06

FTP-21-06

401+65

FTP-22-06

FTP-21-06

501+62

FTP-22-06

FTP-21-06

12''x6''

18''x30''

18''x30''

12''x6''

18''x30''

12''x6''

M O

V E O

V E

R O

R S

L O

W D

O W

N

F L O

R

ID

A L

A W

(TO REMAIN)

EXISTING

(TO REMAIN)

EXISTING

(TO REMAIN)

EXISTING

(TO REMAIN)

EXISTING

(TO REMAIN)

EXISTING

(TO REMAIN)

EXISTING

(T Y P

(T Y P

(T Y P

(T Y P (T

Y P

(T Y P

0700 1 60

(TO REMAIN)

EXISTING

0700 1 60

1 AS

1 AS

(TO BE REMOVED)

EXISTING

(TO BE REMOVED)

EXISTING

(TO REMAIN)

EXISTING

0700 1 11

1 AS

0700 1 11

1 AS

0700 1 11

1 AS

PARKING AREA "F"

NEW EXPANDED

AREA "L"

PARKING

6" YELLOW

6" BLUE (TYP.)

6" BLUE (TYP.)

19'24'19'

(TYP.)

6" WHITE

AREA "L''

¡ CONST. PARKING

6" WHITE 6" BLUE (TYP.)

19'24'19' 19'24'19'

19'25'19'

19'25'19'

6" BLUE 6" BLUE

GUARD (TYP.)

CONC. BUMPER

GUARD (TYP.)

CONC. BUMPER

GUARD (TYP.)

CONC. BUMPER

GUARD (TYP.)

CONC. BUMPER

0700 1 12

1 AS

0700 1 12

1 AS

0700 1 11

1 AS

0700 1 11

1 AS

SIGN

INFORMATIONAL

18" WHITE

18" WHITE

(TYP.)

6" YELLOW

(TYP.)

6" WHITE 2

INFORMATIONAL SIGN

AREA "F''

PARKING

¡ CONST.

0700 1 11

1 AS

0700 1 12

1 AS

SIGN

INFORMATIONAL

6/21/2023YJ169 P:\020180500251 I-75 Alligator Alley\43793425201\signing\PLANSP03.dgn2:14:08 PM

S-6 437934-2-52-01 BROWARD SR 93

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

MARKING

SIGNING AND PAVEMENT

T C

H

L I N

E

P

L A

N

S

H E

E T

(S

M A

T C

H

L I N

E

P

L A

N

S

H E

E T

(S

MATCH LINE PLAN SHEET (S-10)

T H

O

F I

C I

L

R

C O

D

T

I

S

E E

T

E C

T R

O N

C

G I

T A

L

G N

A L

U

D

L E

G

A

C

P.E. LICENSE NUMBER 74961

ENGINEER OF RECORD: HERNAN A. LUGO, P.E.

PHONE: (305) 232-7932 FAX: (305) 232-7933

DORAL, FLORIDA, 33172

8935 NW 35TH LANE, SUITE 201,

HBC ENGINEERING COMPANY

N

10 40

Feet

SIGNING AND MARKING IMPROVEMENTSSIGNING AND PAVEMENT MARKING IMPROVEMENTS6/20/2023

BORDER

R=1.13"

TH=0.63"

IN=0.38"

2" 25" 2"

2'-6"

3"

6"D

3"

6"D

6"

3"

3"

Tire 1

2'-6" 0.63" none

2'-6" 1.13"

Black Black

White

T

7.1

I

11.7

R

14.1

E

19.2

L

15.8

C

2.4

H

7.8

E

13.4

C

K

23.4

L

25.1

8.1 3 6 13.890

P.E. LICENSE NUMBER 74961

ENGINEER OF RECORD: HERNAN A. LUGO, P.E.

PHONE: (305) 232-7932 FAX: (305) 232-7933

DORAL, FLORIDA, 33172

8935 NW 35TH LANE, SUITE 201,

HBC ENGINEERING COMPANY

T

F I

C I

C O

E E

T

E C

T R

O N

C

G I

T A

L

G N

A L

D

L E

G

A

C

- Extended AR_Type A

P:\020180500251 I-75 Alligator Alley\43793425201\signing\GSWKSP01.DGNYJ169 6/21/2023 2:14:08 PM Default

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

SIGN NAME

COLUMN SIZE

6/21/2023YJ169 P:\020180500251 I-75 Alligator Alley\43793425201\signing\GSWKSP01.DGN2:14:08 PM

S-13 437934-2-52-01 BROWARD SR 93

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

WORKSHEET

GUIDE SIGN

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

PANEL BORDER

SYMBOL(S) ANGLE X Y

STATION(S)

NO.

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

PHOTOMETRIC CURVE VOLTAGE

WATT

SPACING

FIXTURE

LIGHT FIXTURES

NO. OF

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

6/20/2023 1 SHEET ADDED

4' 2'

3'

BACK FLOW

BACK FLOW

B A C K F

L O

W

WATER

E L E C

E L E C

E L

E C

E L

E C

15" CMP

C M

P

15" CMP

"X

" R

C P

24" RCP

R C P

R C P

R C

P

R C

P

R C

P

P V

C

" P

V C

18" RCP

R C P

24" RCP

P V

C

12" CMP

BOTTOM OF STRUCTURE ELEV.= 7.43

INV.(E) ELVE.= 9.92

15" CMP

INV.(N) ELVE.= 9.84

15" CMP

TOP OF GRATE ELEV.= 13.02

BOTTOM OF STRUCTURE ELEV.= 7.48

INV.(NE) ELVE.= 9.88

15" CMP

INV.(W) ELVE.= 9.92

15" CMP

TOP OF GRATE ELEV.= 14.73

BOTTOM OF STRUCTURE ELEV.= 7.63

INV.(E) ELVE.= 9.02

15" CMP

INV.(SW) ELVE.= 8.48

15" CMP

TOP OF GRATE ELEV.= 12.97

BOTTOM OF STRUCTURE ELEV.= 6.58

INV.(W) ELVE.= 9.13

15" CMP

TOP OF GRATE ELEV.= 13.09

BOTTOM OF STRUCTURE ELEV.= 9.77

INV.(SE) ELVE.= 9.88

19"X30" RCP

TOP OF GRATE ELEV.= 13.58

BOTTOM OF STRUCTURE ELEV.= 9.80

INV.(E) ELVE.= 9.74

24" RCP

INV.(NW) ELVE.= 9.71

19"X30" RCP

TOP OF GRATE ELEV.= 13.84

BOTTOM OF STRUCTURE ELEV.= 9.56

INV.(SE) ELVE.= 9,62

24" RCP

INV.(E) ELVE.= 9.67

12" CMP

INV.(W) ELVE.= 9.55

24" RCP

INV.(N) ELVE.= 9.95

12" PVC

TOP OF GRATE ELEV.= 13.86

BOTTOM OF STRUCTURE ELEV.= 9.41

INV.(SW) ELVE.= 9.28

24" RCP

INV.(NW) ELVE.= 9.45

24" RCP

TOP OF GRATE ELEV.= 13.39

BOTTOM OF STRUCTURE ELEV.= 9.34

INV.(S) ELVE.= 9.16

24" RCP

INV.(NE) ELVE.= 9.30

24" RCP

TOP OF GRATE ELEV.= 13.37

BOTTOM OF STRUCTURE ELEV.= 9.34

INV(S) ELVE.= 8.99

30" RCP

INV.(N) ELVE.= 9.12

24" RCP

TOP OF GRATE ELEV.= 13.59

BOTTOM OF STRUCTURE ELEV.= 9.85

INV.(S) ELVE.= 10.62

9" PVC

INV.(NW) ELVE.= 10.57

9" PVC

INV.(E) ELVE.= 9.90

18" RCP

TOP OF GRATE ELEV.= 13.81

BOTTOM OF STRUCTURE ELEV.= 9.84

INV.(NE) ELVE.= 9.76

18" RCP

INV.(W) ELVE.= 9.72

18" RCP

TOP OF GRATE ELEV.= 13.74

BOTTOM OF STRUCTURE ELEV.= 9.53

INV.(E) ELVE.=9.47

24" RCP

INV.(SW) ELVE.= 9.50

18" RCP

TOP OF GRATE ELEV.= 13.60

WATER

WATER

WATERWATER

SAN

SAN

SAN

BACK FLOW

WATER

WATER

BLSLC4

ELSLC4

BLSTS8

BLSLC1

ELSLC1

ELSTS1

BLSTS2

ELSTS2

ELBPWRB1

BLWLB1

BLSS1

ELSS1 ELSS1

BLBPWRB2

BLSS2

ELSS2

ELUNK1

BLBPWRB3

ELBPWRB3

BLWLB1

ELWLB1

BLBPWRB5

ELBPWRB5

ELEO

ELEO

BOX ELECT

BLWL1

ELWL1

BLWL2

ELWL2

BLWL3

ELWL3

SAN

BLFOCUB1

ELFOCUB2

BLFOCUB2

BLFOCUB2

BLFOCU2

ELECTRICAL PLAN

ENGINEER OF RECORD COMPANY STREET

ENGINEER OF RECORD CITY, STATE AND ZIP

ENGINEER OF RECORD FULL NAME, P.E.

P.E. LICENSE NUMBER 99999

ENGINEER OF RECORD COMPANY NAME

VENDOR NO.: XX-XXXXXX

CONTRACT NO.: CXXXX

5959 BLUE LAGOON DRIVE, SUITE 410

MIAMI, FL 33126

RAMON BORGES, P.E.

P.E. LICENSE NUMBER 61622

EAC CONSULTING, INC.

ELECTRIC.)

TRANSFORMER WITH THE POWER COMPANY ( LEE COUNTY CO-OP

COORDINATE THE CONDUIT CONNECTION TO THE EXISITING 1.

NOTE:

N

Feet

0 10

\\EACFILESRV\Project\Project\18project\18063.LD01-01…