Dirksen_1792_to_I4_(Sunrise_Blvd)_C&S_Solicitation_5-2026.pdf

SOLICITATION REQUEST FORM

For Commodities and Professional Services

Request date: May 18, 2026

Project Title: Design Services for Dirksen Drive (CR 4162) from US 17/92 to Sunrise Boulevard P-5899

Estimated Dollar Value of Project: $1,000,000

Requesting Dept./Div: Public Works / Engineering

Dept./Div. Contact Person: Dennisse Zornan Contact Phone: 386-736-5967

Advertising Account No.: 748-710-2133-6510

(for payment of required legal advertisement)

This Project is included in our department’s Approved Capital Outlay OR Approved Capital Improvement

Time span of project: 2 Years

Type of Solicitation: (Select One)

Invitation to Bid (ITB)

Request for Statement of Qualification (RSQ)

CCNA

Non-CCNA

Request for Proposal (RFP)

Product / Services Requested: Engineering Design Services for Road Widening Project

Is a pre-bid meeting required: No

Please list the pre-bid address and location: N/A

Requested release date for solicitation: June 2026

Requested Council Date:

Bid/Proposal Bond required?

Performance & Payment Bond required?

Grant Money involved? No

If Yes, state what the source of the funding is (FDOT, FAA, FEMA, ARPA, ETC.) - N/A

• *NOTE: Please attach the grant document as an exhibit to the intake form for review by risk management

X

X

X for insurance requirements.

• Please attach any documents the bidders are required to sign to the intake form.

PROPOSED COMMITTEE MEMBERS - Needed for RFP and RSQ projects only (name, department, phone, ext.#):

Technical Committee: Suggestions for minimum of 3 TEAC (Technical Evaluation Advisory Committee) members, if required: (Not Required)

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2. , , ext.

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Evaluation Committee: NOTE: Services estimated at one million dollars and above or “high profile” may require committee members at the Department Director level:

1. Tadd Kasbeer, County Engineer ext.15846

2. Mike Ulrich, WR & Utility Director ext.12724

3. Lori Koontz, Road & Bridge Director ext.20455

4. Jim Corbett, Director of Facilities ext.11359

5. Tim Baylie, Parks Director ext.12636

****UPLOAD COMPLETED FORM WHEN CREATING NEW INTAKE IN OPENGOV****

May 15, 2026

#5899 Dirksen Drive Widening from US 17/92 (S. Charles R. Beall Boulevard) to Sunrise Boulevard

Introduction

Dirksen Drive (CR 4162) is a 2-lane undivided Urban Minor Arterial with open swale drainage that extends east-west from US 17/92 to Sunrise Boulevard within the City of DeBary in Volusia County, Florida. The land-use on both sides of Dirksen Drive is a mix of residential, commercial, and parkland (Gemini Springs Park) with dedicated left turn lanes provided at US 17/92, Gemini Springs State Park, Mansion Boulevard, River Village Drive, and Palm Road. Portions of the existing roadway contain superelevated horizontal curves and sight distance within the project limits is generally adequate. The posted speed limit along this corridor is 45mph between US 17/92 and Palm Road. Between Palm Road and Sunrise Boulevard, the posted speed limit reduces to 35mph. The north side of Dirksen Drive lacks sidewalk up until approximately 160 feet west of Sunrise Boulevard. A shared-use path runs adjacent to the south side of Dirksen Drive from Mansion Boulevard to Sunrise Boulevard. At Mansion Boulevard, the Springs-to-Springs Trail crosses Dirksen Drive. There is a marked crosswalk and a Trail Wayfinding sign at this location. Overhead utilities are found on the north side of the corridor.

There is no street lighting on either side of Dirksen Road.

Currently, Dirksen Drive experiences heavy volumes especially when forced or unforced incidents occur on Interstate 4.

The corridor is used as a detour by providing access from Interstate 4 to multiple north-south local city roads including State Road US 17/92. From past conversations with the City of DeBary, a primary concern was raised with cut-through traffic in nearby neighborhoods when Dirksen Drive becomes congested. City officials stated cut-through traffic occurs on almost every side street intersecting at Dirksen Drive within the project limits.

Scope of Work

To alleviate the substantial congestion on Dirksen Drive during periods of high congestion on Interstate 4, capacity improvements were recommended particularly the widening of Dirksen Drive to a 3-lane undivided typical section configuration. Widening to 3-lanes will accommodate extra traffic demand and provide some benefit during Interstate 4 incidents. Coordination with the City of DeBary and FDOT is expected. The County ROW Office will complete all services related to ROW acquisition including negotiations with existing private property owners. This project will consist of two phases – A Study Phase followed by a Design Phase.

Study Phase:

A more formal corridor evaluation with engineering concepts to better understand and define the implications of the improvements will be required. Design Consultant will revisit the current Dirksen Drive Evaluation Study prepared by TEDS on September 24, 2020 and review Alternative No. 3 – Three-Lane Undivided Typical Section with Preliminary Concept Plans, enclosed as Exhibit A. The Study Phase of this project will include updating traffic counts, addressing safety concerns at the crossing of the County Trail at Mansion Boulevard, and conducting preliminary engineering analysis to determine how best to implement the 3-Lane Alternative. The proposed widening improvements to be considered in the preliminary engineering analysis will require coordination with the City of DeBary and FDOT. Additional coordination with County Traffic Engineering and FDOT Traffic Operations for signal timing and queueing concerns at the intersection of US 17/92 and Dirksen Drive is recommended. The preliminary engineering analysis will include preparation of updated concept plans and cost estimate with a narrative report.

Key Attributes from Alternative No. 3 include:

May 15, 2026

1. An Urban Typical Section (curb and gutter)

2. 11-foot travel lanes (one for each direction)

3. 12-foot two-way continuous left-turn center lane

4. 6’ sidewalk at the back side of proposed curb on the north side of Dirksen Drive as permitted by right-of-way constraints. (No sidewalk was considered on the south side of the corridor due to right-of-way constraints and the availability of the existing shared-use path (trail) on the south side of Dirksen Drive).

5. Piping drainage swale on the north side of Dirksen Drive may be required.

6. Includes a minimum right-of-way width of 56 feet. Additional easements outside of the right-of-way will be required to tie-down from the roadway to existing ground.

7. From the US 17/92 intersection heading east along Dirksen Drive, Alternative 3 extends both the existing dedicated right turn lane an additional 300 feet (approx.) and the existing dedicated inside left turn lane an additional 400 feet (approx.) to increase lane capacity, reduce queue lengths, and facilitate better turning movements.

8. Alignment shifts, cross slope corrections, and/or superelevation adjustments may be required to accommodate the proposed widening.

The following professional services will be required for the Study Phase:

• Full Topographic, Boundary, and LIDAR Survey Services

• Full Level B Utility Investigation (SUE – Horizontal & Vertical Locates)

• Full ROW Mapping Services – County may pursue Advance ROW Acquisition during Study Phase

• Traffic Engineering, Qualitative Assessment, and Operational Modeling Analysis Services

• Preliminary Utility Coordination Services

• Volusia County, City of DeBary, and FDOT Engagement/Coordination

• Preliminary Drainage Assessment

• Pond Siting Report

• Preliminary Environmental & Permitting Assessments

• Preliminary Geotechnical Investigation Services

Design Phase:

Volusia County is seeking the services of professional consultants to provide Professional Engineering Design Services to prepare a complete set of construction contract plans, specifications, and special provisions (if necessary). The Design Phase will begin once the Study Phase is completed and a chosen alternative is approved by Volusia County. The County intends for the selected firm to provide project management and administration services, roadway design (includes pavement design and grading), supplemental survey services (as Optional Services if needed), supplemental mapping services (as Optional Services if needed), stormwater management design, supplemental permitting and environmental services, signing & pavement markings and channelization, temporary traffic control, signalization timing adjustments at the US 17/92 intersection (as Optional Services if needed), supplemental utility coordination and development of UWSs (as Optional Services if needed), supplemental geotechnical investigation services, and public involvement.

RSQ No. 26-SQ-XXSR

FPID No. 456095-1-34-01

1.0 PURPOSE & OVERVIEW

The purpose of this request for statement of qualifications (RSQ) is to select the most highly qualified firm(s) to provide the services requested. It is anticipated that one (1) firm will be awarded a basic contract to provide the necessary services for a period of two (2) years or until project completion, exercisable at the option of the County.

This solicitation is made in accordance with the provisions of Chapter 287.055, Laws of Florida, known as the Consultants’ Competitive Negotiation Act (CCNA) and the Brooks Act, Chapter 11 of 40, U.S.C.

2.0 SCOPE OF SERVICE

2.1 BACKGROUND:

Dirksen Drive (CR 4162) is a 2-lane undivided Urban Minor Arterial with open swale drainage that extends east-west from US 17/92 to Sunrise Boulevard within the City of DeBary in Volusia County, Florida. The land-use on both sides of Dirksen Drive is a mix of residential, commercial, and parkland (Gemini Springs Park) with dedicated left turn lanes provided at US 17/92, Gemini Springs State Park, Mansion Boulevard, River Village Drive, and Palm Road. Portions of the existing roadway contain superelevated horizontal curves and sight distance within the project limits is generally adequate. The posted speed limit along this corridor is 45mph between US 17/92 and Palm Road. Between Palm Road and Sunrise Boulevard, the posted speed limit reduces to 35mph. The north side of Dirksen Drive lacks sidewalk up until approximately 160 feet west of Sunrise Boulevard. A shared-use path runs adjacent to the south side of Dirksen Drive from Mansion Boulevard to Sunrise Boulevard. At Mansion Boulevard, the Springs-to-Springs Trail crosses Dirksen Drive. There is a marked crosswalk and a Trail Wayfinding sign at this location. Overhead utilities are found on the north side of the corridor. There is no street lighting on either side of Dirksen Road.

Currently, Dirksen Drive experiences heavy volumes especially when forced or unforced incidents occur on Interstate 4. The corridor is used as a detour by providing access from Interstate 4 to multiple north-south local city roads including State Road US 17/92. From past conversations with the City of DeBary, a primary concern was raised with cut-through traffic in nearby neighborhoods when Dirksen Drive becomes congested. City officials stated cut-through traffic occurs on almost every side street intersecting at Dirksen Drive within the project limits.

GENERAL SCOPE OF SERVICE:

To alleviate the substantial congestion on Dirksen Drive during periods of high congestion on Interstate 4, capacity improvements were recommended particularly the widening of Dirksen Drive to a 3-lane undivided typical section configuration. Widening to 3-lanes will accommodate extra traffic demand and provide some benefit during Interstate 4 incidents. Coordination with the City of DeBary and FDOT is expected. The County ROW Office will complete all services related to ROW acquisition including negotiations with existing private property owners. This project will consist of two phases – A Study Phase followed by a Design Phase.

Study Phase:

A more formal corridor evaluation with engineering concepts to better understand and define the implications of the improvements will be required. Design Consultant will revisit the current Dirksen Drive Evaluation Study prepared by TEDS on September 24, 2020 and review Alternative No. 3 – Three-Lane Undivided Typical Section with Preliminary Concept Plans, enclosed as Exhibit A. The Study Phase of this project will include updating traffic counts, addressing safety concerns at the crossing of the County Trail at Mansion Boulevard, and conducting preliminary engineering analysis to determine how best to implement the 3-Lane Alternative. The proposed widening improvements to be considered in the preliminary engineering analysis will require coordination with the City of DeBary and FDOT. Additional coordination with County Traffic Engineering and FDOT Traffic Operations for signal timing and queueing concerns at the intersection of US 17/92 and Dirksen Drive is recommended.

The preliminary engineering analysis will include preparation of updated concept plans and cost estimate with a narrative report.

Key Attributes from Alternative No. 3 include:

1. An Urban Typical Section (curb and gutter)

2. 11-foot travel lanes (one for each direction)

3. 12-foot two-way continuous left-turn center lane

4. 6’ sidewalk at the back side of proposed curb on the north side of Dirksen Drive as permitted by right-of-way constraints. (No sidewalk was considered on the south side of the corridor due to right-of-way constraints and the availability of the existing shared-use path (trail) on the south side of Dirksen Drive).

5. Piping drainage swale on the north side of Dirksen Drive may be required.

6. Includes a minimum right-of-way width of 56 feet. Additional easements outside of the right-of-way will be required to tie-down from the roadway to existing ground.

7. From the US 17/92 intersection heading east along Dirksen Drive, Alternative 3 extends both the existing dedicated right turn lane an additional 300 feet (approx.) and the existing dedicated inside left turn lane an additional 400 feet (approx.) to increase lane capacity, reduce queue lengths, and facilitate better turning movements.

8. Alignment shifts, cross slope corrections, and/or superelevation adjustments may be required to accommodate the proposed widening.

The following professional services will be required for the Study Phase:

• Full Topographic, Boundary, and LIDAR Survey Services

• Full Level B Utility Investigation (SUE – Horizontal & Vertical Locates)

• Full ROW Mapping Services – County may pursue Advance ROW Acquisition during

Study Phase

• Traffic Engineering, Qualitative Assessment, and Operational Modeling Analysis Services

• Preliminary Utility Coordination Services

• Volusia County, City of DeBary, and FDOT Engagement/Coordination

• Preliminary Drainage Assessment

• Pond Siting Report

• Preliminary Environmental & Permitting Assessments

• Preliminary Geotechnical Investigation Services

Design Phase:

Volusia County is seeking the services of professional consultants to provide Professional Engineering Design Services to prepare a complete set of construction contract plans, specifications, and special provisions (if necessary). The Design Phase will begin once the Study Phase is completed and a chosen alternative is approved by Volusia County. The County intends for the selected firm to provide project management and administration services, roadway design (includes pavement design and grading), supplemental survey services (as Optional Services if needed), supplemental mapping services (as Optional Services if needed), stormwater management design, supplemental permitting and environmental services, signing & pavement markings and channelization, temporary traffic control, signalization timing adjustments at the US 17/92 intersection (as Optional Services if needed), supplemental utility coordination and development of UWSs (as Optional Services if needed), supplemental geotechnical investigation services, and public involvement.

A. Survey Services:

The County is seeking professional land surveying and mapping services including but not limited to topographic survey, control survey, property boundary and Right-of-Way survey, title work / deed investigation, wetland surveys, utility / public infrastructure surveys, and specific purpose survey in support of roadway design, permitting, and ROW acquisition. Survey work shall be in accordance with Florida Administrative Code (FAC) 5J-17.050 through 5J-17.053.

B. Environmental Services:

The County is seeking professional environmental services including but not limited to wetland delineation, protected species survey, habitat survey, cultural and historic resources assessment, environmental permitting (including but not limited to SJRWMD, USACOE, FDEP, FWS, FDOT etc.), and impact analysis and mitigation assistance.

C. Geotechnical Services:

The County is seeking geotechnical support services sufficient for the Roadway Engineer(s) of Record to sign and seal the design plans and obtain environmental permits. The County does not have specific geotechnical investigation requirements.

D. Public and Stakeholder Coordination Services:

The County is seeking public coordination and stakeholder coordination services which may include facilitating a public meeting, providing meeting minutes, frequent discussions with stakeholders, and coordinating with property owners and easement holders. The consultant team will also need to coordinate with adjacent developers and their engineering teams. The consultant team may be required to review proposed development along the corridor.

E. ROW and Mapping Services:

The County is seeking professional services in support of the County’s ROW and/or easement acquisition processes. Acquisitions are anticipated for the stormwater management system(s).

ROW support services will include title research and survey, mapping, as well as preparation of conceptual graphics for discussions with property owners, identifying ROW needs, facilitating meetings with impacted landowners, negotiation support services, and close coordination with County ROW staff.

F. Design Services:

As the primary purpose for the solicitation, the County is principally seeking Professional Engineering design services for roadway design, pavement section design, stormwater management, grading and drainage design, temporary traffic control, signing and pavement markings and channelization; traffic engineering, and preparation of construction bidding documents. The design shall be generally consistent with the latest versions of the FDOT Design Manual, Florida Greenbook, FDOT Drainage Manual, and County standards and practices. The consultant will also be required to review (and revise if needed) the County’s standard technical specifications for the project, enclosed as Exhibit B.

G. Utility Coordination Services:

The County is seeking utility coordination services. When possible, the design should be adjusted to avoid impacts on existing utilities. The consultant will need to confirm what utilities are within the project area, identify and mitigate potential conflicts, and coordinate with utilities when relocations must occur. Horizontal and vertical utility locations of these utilities will be required.

H. Post-Design Services:

The County is also seeking limited post design services including responding to bidder questions, bid review and recommendation as well as shop drawing review, responding to contractor RFIs, and other post-design services as needed.

I. Enclosures:

1. Exhibit “A” - Dirksen Drive Evaluation Study prepared by TEDS on September 24, 2020 with Alternative No. 3 – Three-Lane Undivided Typical Section with Prelim Concept Plans

2. Exhibit “B” - Volusia County Roadway Technical Specifications

3. Exhibit “C” - Insurance Requirements

4. Exhibit “D” - Design Consultant Contract

3.0 QUALIFICATIONS/CERTIFICATIONS:

The respondent(s) shall be FDOT pre-qualified in Minor Highway Design. The respondent(s) shall have professional personnel that are registered and licensed in the State of Florida and other personnel or sub-consultants as required to perform the duties necessary to complete the various services for this project.

Respondents must have at least one State of Florida Licensed Professional Engineer (PE) on staff with the prime responding firm.

4.0 EVALUATION METHOD:

The County will appoint a committee consisting of five (5) human people. During the first phase the committee members will rank each respondent team as a whole. The individual committee ranks will then be added together to determine the highest rank (lowest cumulative number). The top 3 ranked teams will be short-listed and asked to return for short presentations/discussions. If there is a tie, the Evaluation Committee will vote to break the tie. The short-listed Firms will conduct presentations/discussions in-person to the Evaluation Committee. Each Firm will be allowed a total of 15 minutes to present, followed by 10 minutes for Question & Answers, and 5 minutes for Firm transition. The Evaluation Committee will rank teams based on their presentation; the ranks will be added to determine the highest ranking. If a tie occurs, a vote to break the tie will be conducted. The short-listing rank will not be added to the presentation ranking. Only the presentation ranking will be used to determine the Firm recommended for award.

Note: Respondents are prohibited from contacting any of the committee members other than the Procurement Analyst prior to recommendation of award from the committee.

4.1 EVALUATION CRITERIA:

The following criteria will be used in the evaluation of the proposals:

Phase I (Written Qualifications / Shortlist)

CATEGORY

Technical Qualifications and Staff Expertise

• Organizational chart including the staff and sub-consultants proposed for this specific project.

• Professional licenses, certifications, titles, accomplishments of staff, credentials, qualifications, and years of experience of the staff for both the prime firm and sub-consultants – include resumes, education, certifications, and similar project experience.

• Past experience of key project personnel – particularly the project manager.

• Number of years the prime and sub consultants have worked together.

• Demonstrate that the team can provide the services within the time specified without delay or interference.

• Character, integrity, reputation, judgment, and efficiency of the teams involved.

Project Approach

• Understanding of project scope, challenges and key milestones.

• Overall project approach to support the needs and objectives of the project.

• Familiarity of potential project-specific difficulties and the team’s proposed solutions or mitigation strategies.

• Description of project-specific challenges and proposed solutions.

• Anticipated tactics and strategies for completion of a successful project.

• Knowledge and application of Volusia County standards and procedures.

• Knowledge and application of FDOT design standards.

• Knowledge and application of FPL standards and procedures.

• Knowledge and application of environmental regulations specific to this project.

• Detailed plan for a safe and successful project implementation and successful completion.

• Schedule and Cost Control mechanisms and practices.

• Innovation.

Similar Experience

• Experience of the firm in providing similar services for similar projects.

• Quality of performance on previous contracts or services for local agencies.

• Previous and existing compliance with laws, ordinances, environmental regulations, and guidelines relating to the contract or services.

• Experience of the proposed project manager, staff, and sub-consultants with similar projects for local agencies.

• Experience and familiarity with Volusia County standards, practices, procedures, and processes.

• Presentation of successful project completion similar to the proposed scope of work.

Phase 2 (Presentations)

Presentation

Points will be given based on the quality of the information presented, overall project approach, and knowledge of the proposed project, project team, and project management.

The Evaluation Committee members will conduct a ranking to short-list the Firms. The short-listing ranking will not be added to the presentation ranking. After presentation, the Evaluation Committee will conduct a second ranking which will determine the Firm recommended for award.

5.0 PROPOSED SCHEDULE:

June 2026 Release date for Request for Qualifications Jun/Jul 2026 Final date to receive written questions July 2026 Closing Date TBD Tentative date for the Evaluation Committee Meeting TBD Tentative date for Presentations by the Short-listed Firms TBD Tentative date for County Council approval of Rankings TBD Tentative date for County Council approval of Contract

6.0 E-VERIFY: This is not a LAP project.

7.0 PROPOSAL REQUIREMENTS:

Tab 1: Letter of Interest:

Respondent shall submit a letter of interest signed by a corporate officer or principal or an authorized representative of the prime consultant authorized to oblige the firm contractually. The letter shall include the business address, telephone number, e-mail and the name of the prime consultant that the County can contact for additional information. The respondent or authorized representative is attesting that the information provided is current and factual and that all firms on the proposed team agree to work on the project together.

Tab 2: Project Team:

1. Prime Consultant: Professional staff (name, project role, business address, phone number, and e-mail address) including job skills, education (degree and specification), professional training, total years experience, years experience with current firm, professional registration, and other professional qualification. The respondent shall state the percent of prime’s business performed by their sub consultant.

2. Sub consultants: same as above including number of years experience working with the respondent, percent of sub consultant’s business performed for prime and past relationships.

3. Organizational chart: Organizational chart demonstrating the proposed team (prime and sub-consultants), the project manager, key staff, and any other ancillary support services.

Tab 2 shall not exceed 9 pages, single-sided. If tab 2 contains more than nine (9) pages as indicated, your proposal may be considered non-responsive.

Tab 3: Similar Projects and References: (the information provided under this tab, must be current and the County must be able to contact references for verification as part of the evaluation process)

Previous Volusia County projects can be listed. However, Volusia County shall not be listed as a reference.

The respondent shall provide examples of similar projects which best illustrate the Consultant’s qualification for the scope of services. Respondent shall state the project title; location; owner name, address, and telephone number; years completed; project cost; brief description of project and relevance to this RSQ. [A maximum of five (5) single-sided pages in this section].

Provide a client reference for each of the representative projects including project name, client name, address, contact name and phone number and email address. It is the firm’s responsibility to ensure email addresses provided are current and accurate. (Use Attached Reference Form).

Tab 4: Project Approach:

Respondent shall explain their typical project design process as well as the project-specific methodology and approach for this project including their method for quality control. Project approach should include the team’s assessment of project-specific challenges and the proposed mitigation strategies. [A maximum of five (5) single-sided pages in this section].

Tab 5: Financial Stability/Litigation:

Tab 6: Business Registration:

Tab 7: Documentations:

Note: No federal forms required (yay!) This project is funded by Volusia County.

Alternative 3

Three-Lane Undivided Dirksen Drive

Typical Section

Improvement Concept

EXHIBIT A

11'11'

TRAVEL LANE TRAVEL LANE

0.02

0.02 0.02

CLEARING & GRUBBING

LEFT TURN LANE

TWO-WAY

VARIES VARIES

$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

3-LANE URBAN ARTERIAL

DIRKSEN WIDENING

£ CONST

0.03 0.02

PIPE CULVERT

6'

DRAINAGE INLET BOX

12.00'

SIDEWALK

R/W LINE

PROPOSED

MINIMUM

30' 26'

1'

LINE

EASEMENT

PROPOSED

1:4

3-LANE URBAN ARTERIAL CONCEPT

DIRKSEN DRIVE (45 MPH)

TYPICAL SECTION

R/W LINE

PROPOSED

MINIMUM

4'

0.03 0.02

CLEARING & GRUBBING

21'21'

4'

4'

ZONE

CLEAR

1:4

SHLDRSHLDR

N 10 40

Feet

3-LANE URBAN OPTION

SHEET 1 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

PROPOSED R/W ACQUISITION AREA

Feet

3-LANE URBAN OPTION

SHEET 2 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

SHEET 3 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

B U

E N

A

V

IS

T A

S

T

SHEET 4 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

A L T

A

V

IS

T A

S

T

SHEET 5 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

G R

A N

D E

V

IS

T A

S

T

A G

U A

V

IS

T A

S

T

SHEET 6 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

PROPOSED R/W ACQUISITION AREA

Feet

3-LANE URBAN OPTION

L

IN

D A

V

IS

T A

S

T

L A

G O

V

IS

T A

S

T

SHEET 7 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

L A

G O

V

IS

T A

S

T

B A

Y O

U

V

IS

T A

S

T

SHEET 8 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

C L

A R

A

V

IS

T A

S

T

A C

A C

IA

R

D

SHEET 9 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

SHEET 10 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

10 40

Feet

3-LANE URBAN OPTION

S A

L V

A T

O R

E

R

D

SHEET 11 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

PROPOSED R/W ACQUISITION AREA

Feet

3-LANE URBAN OPTION

SHEET 12 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

M A

N S

IO

N

B

L V

D

R

IV

E R

P

L A

C E

SHEET 13 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

SHEET 14 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

R

IV

E R

O

A K

S

SHEET 15 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

P A

L M

R

D

SHEET 16 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

S U

N R

IS

E

B

L V

D

SHEET 17 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

Feet

3-LANE URBAN OPTION

SHEET 18 OF 18

EXISTING R/W LINE

PROPOSED R/W LINE

EXHIBIT B

VOLUSIA COUNTY

ROADWAY

TECHNICAL SPECIFICATIONS

August 11, 2025

TADD KASBEER, P.E.

County Engineer

P.E. No.: 54678